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1 Annex 3 Construction of a heating network section from UT-6-1 to UT-6a-2 to connect the facility: "Multi-apartment residential buildings"in the 140a quarter, Oktyabrsky district, ulan-ude. (name of construction site) for LOCAL ESTIMATE CALCULATION (local estimate) Construction of a heating network section from UT-6-1 to UT-6a-2 to connect the facility: "Apartment residential buildings "in the 140a quarter, Oktyabrsky district, Ulan-Ude. (name of work and costs, name of the object) Reason: TS; AS Estimated cost 4820.818 thousand rubles. construction works 3735.164 thousand rubles installation work RUB 30,237 thousand Funds for wages 47,642 thousand rubles. Estimated labor intensity 4,731.62 man-hours Compiled in current (projected) prices as of the 4th quarter of 2015 paragraph Code and position number of the standard Description of work and costs, unit of measure Quantity Unit cost, rub. total remuneration for the operation of machines, incl. wages Total Total cost, rub. wages operation of machines incl. wages Labor costs of workers, man-hours, not engaged in servicing machines per unit of the total Section 1. Dismantling and restoration work 3 FER RF from Excavation of soil in trenches with a backhoe .63) m3, into the dump soil group: 2 (1000 m3 of soil) HP (636 rubles): 95% of the payroll SP (335 rub.): 50% of the payroll trenches up to 2 m deep without fastenings with slopes, soil group: 2 (100 m3 of soil) 0.73 / .2 1201.5 Page 1
2 7 FSTSpg Transportation of goods by dump trucks 687.232 11.42 11, Russian Federation from a carrying capacity of 10 tons, working outside the quarry 429.52 * 1.6, for a distance of: up to 10 km I class cargo (1 ton of cargo) NR 0% of payroll SP 0% of the FOT 8 FER RF from 9 FER RF from Dumping, soil group: 1 (1000 m3 of soil) HP (66 rubles): 95% of the FOT SP (35 rubles): 50% of the FOT Backfilling manually trenches, sinuses of pits and pits, group of soils: 1 (100 m3 of soil) 0.48/1000 1.73/.03 23.32 663.75 663.75 265.54 44.99 2.5 105.08 10 FER Russian Federation from HP (725 rubles): 80% of the payroll JV (408 rubles): 45% of the payroll Backfilling of trenches and pits with soil moving up to 5 m by bulldozers with a capacity of: 96 kW (130 hp), soil group 1 (1000 m3 of soil) 0.48 / .84 555.84 79, HP (77 rubles): 95% of the FOT SP (41 rubles): 50% of the FOT 11 FER RF from Soil compaction with pneumatic rammers, soil group: 1-2 (100 m3 of compacted soil) 8.48/ .18 106.88 280.3 30.53 110.7 into existing networks 19 FARMs piping with a nominal pressure of 2.5 MPa into existing pipelines, the outer diameter of the embedded pipe: 159 mm (1 tie-in) 6 191.54 161.85 13, HP (777 rubles): 80% of the payroll of the joint venture (583 rubles): 60 % of payroll Page 2
3 21 FERm Pipeline tie-in with a nominal pressure of 2.5 MPa into existing pipelines, outer diameter of the tie-in pipe: 89 mm (1 tie-in) 4 108.85 91.89 .): 60% of FOT 22 FERm Pipeline tie-in with a nominal pressure of 2.5 MPa into existing pipelines, outer diameter of the tie-in pipe: 76 mm (1 tie-in) 2 108.18 91.89 6, HP (147 rubles): 80% from the payroll joint venture (110 rubles): 60% of the payroll Total for section 1 Dismantling and restoration work Section 2. Laying of pipelines,71 23 FER 250 mm (1 km of pipeline) 0.42 420/, CUSTOMER'S MATERIAL HP (6592 rubles): 130% of the FOT SP (4513 rubles): 89% of the FOT 20, 25, outer diameter: 273 mm, wall thickness 8 mm (m), FER m of pipeline) 0.033 33/ .9 4616.12 911.61 NR (273 rubles): 130% of the FOT SP (187 rubles): 89% of the FOT 34 FER Laying pipelines in an impassable channel at a conditional pressure of 1.6 MPa , temperature 150 C, pipe diameter: 70 mm (1 km of pipeline) 0.048 48/.
4 35 FSTS Seamless steel pipes, -48.48 55, Russian Federation from hot-deformed with chamfered steel grades 15, 20, 25, outer diameter 76 mm, wall thickness 3.5 mm (m) 37 FSSC RF from Seamless steel pipes, hot-formed with chamfered steel grades 15, 20, 25, outer diameter 76 mm, wall thickness 3 mm (m) 48.48 48, FER : 50 mm (1 km of pipeline) 0.015 15/ .55 884.63 39 FSSC RF from HP (117 rubles): 130% of the payroll SP (80 rub.): 89% of the payroll from steel grades 15, 20, 25, outer diameter 57 mm, wall thickness 3.5 mm (m) -15.15 41, FSSC RF from Pipes steel seamless, hot-formed with chamfered from steel grades 15, 20, 25, outer diameter 45 mm, wall thickness 2.5 mm (m) 15.15 1.01 * 15 26, Lintels 45 FER RF from Electric arc welding when installing one-story industrial buildings: fences (10 tons of structures) 0.86 3.22 46 FSTS NR (36 rubles): 90% of the FOT SP (34 rubles): 85% of the FOT Steel strip: 150x12 mm, grade St3spprim. email jumper Total for section 2 Laying of pipelines Section 3. Pipe fittings UT-6a-1a 0.12 Page 4
5 47 FER Installation of gate valves or steel valves for,19 175.61 11.22 RF from hot water and steam with a diameter: 150 mm 56.44 15.03 30 (1 set of gate valves or valves) HP (215 rubles): 130 % of the FOT SP (147 rubles): 89% of the FOT 48 FSTS RF from 49 TD Techpromimpeks customer material 50 FSTS FER RF from Flanged wedge gate valves with a rising stem for water and steam with a pressure of 1 MPa (10 kgf / cm2) 30s41nzh with a diameter of 150 mm Gate valve with rising stem 30s64nzh Du 150mm Ru 2.5 MPa Price=23245/1.18*1.05*1.02/7.74=2725.81 (pcs) pressure: 2.5 MPa (25 kgf/cm2), 150 mm in diameter Installation of steel gate valves or valves for hot water and steam with a diameter of 80 mm (1 set of gate valves or valves) HP (243 rubles): 130% of the JV payroll (166 rubles): 89% of the FOT,03 30.16 118.16 10.04 12.16 with sliding spindle flanged for water and steam pressure 1 MPa (10 kgf/cm2) 30s4 1nzh with a diameter of 80 mm Steel ball valve "Bival" Du 80 mm; Ru2.5 MPa KSHT F/F Price=74.95*78.28*1.05*1.02/7.74=811.84 (pcs) 5 MPa (25 kgf/cm2), diameter 80 mm Installation of gate valves or steel valves for hot water and steam, diameter: 80 mm - approx. 65 mm (1 set of gate valves or valves) HP (121 rubles): 130% of the FOT SP (83 rubles): 89% of the FOT,03 30.16 118.16 10.04 6.08 Page 5
6 59 FSTS Wedge gate valves with rising stem, RF from flanged for water and steam pressure 1 MPa (10 kgf / cm2) 30s41nzh with a diameter of 80 mm 60 Firm ADL euro exchange rate of the Central Bank of the Russian Federation for g. = 78.28 rubles 61 FSTS FER RF from 63 FSSC RF from 64 Firm ADL euro exchange rate of the Central Bank of the Russian Federation for the year = 78.28 rubles 66 Firm ADL euro exchange rate of the Central Bank of the Russian Federation for the year = 78.28 rubles 67 FER RF from Steel ball valve "Bival" Du 65 mm; Ru2.5 MPa KShT F/F Price=61.08*78.28*1.05*1.02/7.74=661.60 (pcs) 5 MPa (25 kgf / cm2), diameter 65 mm Installation of valves and check valves with a diameter of up to 50 mm (1 pc.) HP (187 rubles): 130% of the payroll JV (128 rubles): 89% of the payroll Union valves 15kch18p for water pressure 1.6 MPa (16 kgf/cm2), diameter 50 mm Steel ball valve "Bival" DN 40 mm; Ru4.0 MPa KShT R/R Price=31.31*78.28*1.05*1.02/7.74=339.14 (pcs) Steel ball valve "Bival" Du 25 mm; Ru4.0 MPa KShT R/R Price=20.59*78.28*1.05*1.02/7.74=223.03 (pcs) Installation of thermometers in straight and angle frames (1 set) 2,661 ,75 12.87 2.38 13.31 3.1 68 FER RF from HP (42 rubles): 128% of the payroll SP (27 rubles): 83% of the payroll Installation of pressure gauges: with a three-way valve and a siphon tube (1 set) ,87 3.31 3.1 HP (45 rubles): 128% of the payroll JV (29 rubles): 83% of the payroll Total for section 3 Pipe fittings UT-6a-1a Section 4. Anticorrosion pipeline coating and thermal insulation,88 Page 6
7 69 FER Priming of metal surfaces for 3.31 9.64 17.66 RF from one time: Unigram primer - in 2 layers 380.709 / 100 50.76 0.1 (100 m2 of the surface to be painted) HP (200 rubles) : 90% of the FOT SP (155 rubles): 70% of the FOT 70 FSSC RF from 71 FSSC RF from 72 FSSC FER RF from 74 FSSC RF from 75 FSSC RF from 76 FSSC FER RF from Hardener 1 Primer based on epoxy resin " Unigram" Mastic Vector-1025 anti-corrosion, red-brown color (kg) Painting of primed metal surfaces: primer-putty EP-0010 (100 m2 of surface to be painted) HP (166 rubles): 90% of the payroll of joint venture (129 rubles): 70% of FOT Hardener 1 Red-brown EP putty Vector-1214 anti-corrosion mastic Insulation of pipeline surfaces with polyurethane foam piece products (semi-cylinders and segments) (1 m3 of insulation) HP (7522 rubles): 100% of the FOT SP (5265 rubles) : 70% of the FOT Heat-insulating semi-cylinders (shells) made of PPU-17N polyurethane foam with an inner diameter of mm -0.7 79.709/.38 42.08 6.22 0.1-0.29 26.5+0.31+0 .7 239.67-26.64 17.66 36.74 757.02 Page 7
8 79 FER Pipeline insulation: mats 0.09 57.85 14.89 RF from mineral wool grades 75, 100, mineral wool boards 183.98 on synthetic binder grade 75 (1 m3 of insulation) HP (167 rubles): 100% of the payroll SP (117 rubles): 70% of the FOT 80 FER RF from Pipeline insulation surface coating: PCT fiberglass, glass fabrics (100 m2 of insulation coating surface) 5.3 / .28 76.18 599.46 HP (6556 rubles) : 100% of the FOT SP (4589 rubles): 70% of the FOT 81 FER RF from Insulation of pipelines with cords: asbestos down (1 m3 of insulation) 0.68 0.38 + 0.37 526.65 41.96 36.69 82 FSSC RF from 83 FSSC NR (412 rubles): 100% of the FOT SP (288 rubles): 70% of the FOT Downy asbestos cord ShAP-1 Heat-insulating cords: M-200 in a mesh braid Insulation of a "very reinforced" type - 0, FER RF from Applying highly reinforced anti-corrosion insulation from polymer adhesive tapes to steel pipelines with a diameter of: 75 mm - 76 * 3.0 (1 km of pipeline) 0.31 79.56 1.77 85 FSSC RF from 86 FSSC RF from 87 FSSC NR (27 rubles): 130% of the payroll of the joint venture (1 9 rubles): 89% of the FOT PVC sticky tape 0.4 mm thick (m2) Bituminous primer for polymer or rubber coating Primer: GT-760IN -9.02 3 Page 8
9 88 FSTS PVC-BK (sticky) polyvinylchloride tape for insulating oil and gas pipelines, 0.4 mm (m2) thick 4.254 20, FSSTs FER RF 0.6 mm (m2) wrapping film PECOM Total for section 4 Anti-corrosion coating of pipelines and thermal insulation Section 5. Drainage wells - 4 pcs Arrangement of round prefabricated reinforced concrete sewer wells with a diameter of: 1 m in wet soils (10 m3 of reinforced concrete and concrete structures of the well) 0.8 26.568 (4*0.02+4*0.1+4*0 ,18+18*0, 24+1*0.16)/ ,34,264.68 90.13 (991 rubles): 89% of the payroll Reinforced concrete slabs of roofs, ceilings and bottoms Rings for wells, prefabricated reinforced concrete with a diameter of 1000 mm (m) Cast iron manholes: heavy Support ring KO-6 / concrete V15 (M200), volume 0.02 m3, flow rate 1.10 kg / (series) Floor slab: PP10-1 / concrete B15 (M200), volume 0.10 m3, flow rate 8.38 kg / (series) Bottom slab: PN10 / concrete B15 (M200), volume 0.18 m3, flow rate 15 ,14 kg / (series) Wall ring for manholes: KS10.9 / concrete B15 (M200), volume 0.24 m3, reinforcement consumption 5.66 kg / (series) -1.56 589, Page 9
10 98 FSSC Wall ring for manholes: KS10.6 /concrete B15 (M200), volume 0.16 m3, reinforcement consumption 3.95 kg/ (series) 1 242, FSSC FSSC Enclosures for stairways, flights of stairs, fire escapes 0.04606*4 0.12 0.030* FER RF from Punching holes in concrete walls and floors with a thickness of 100 mm with an area of up to 500 cm2 (100 holes) 0.84 307.64 7.74 HP (121 rubles): 110% of the payroll of the joint venture (77 rubles): 70% of the payroll of 102 FER RF from Installation of embedded parts weighing up to 20 kg (1 ton) HP (15 rubles): 105% of the payroll of the joint venture (9 rubles): 65% of payroll 0.01435*1.2+0.01899*0.2 7408.51 573.41 35.1 2.22 1 , bending, drilling (punching) of holes (in the presence of one of these operations or the entire list in any combination) supplied separately -0, FSSC FSSC mm, t wall thickness 4 mm (m) Seamless hot-formed steel pipes with chamfered steel grades 15, 20, 25, outer diameter: 159 mm, wall thickness 5 mm (m) 1.2 81.2 129.39 26 Page 10
11 106 FER Sealing holes, nests and furrows: in walls and 0.84 37.11 2.14 RF from reinforced concrete partitions with an area of up to 0.2 0.005 * 7 494.38 m2 (1 m3 of sealing) 107 FER RF from HP (22 rub.): 110% of the payroll joint venture (14 rub.): 70% of the payroll total for section 5 Drainage wells - 4 pcs. 117.5 18.79 26.36 3.3 141, FSSC RF from 109 FSSC FER RF from 111 FSSC FSSC customer's material 113 FSSC customer's material 114 FSSC RF from customer's material 1238 rubles): 80% of the payroll Natural sand for building mortars medium Natural sand for construction: works of increased size and large Construction of impassable channels: single-cell, overlapped or based on a slab (100 m3 of prefabricated structures) HP (4999 rubles): 130 % of the payroll of the joint venture (3268 rubles): 85% of the payroll Ready-made masonry cement mortar grade: 100 Trays of channels and tunnels, reinforced concrete for laying communications Trays (issue 1 series): L11-8 concrete V25 (M350), volume 1.44 m3, reinforcement consumption 164.1 kg Trays (issue 1 series) L11a-8 / concrete V25 (M350), volume 0.72 m3, reinforcement consumption 79.11 kg -73.94 59.94 59.80062 (5.94+25*1.44+4*0.72+4*0.7 2+66*0.44+7* 0.11+8*0.16+1*0.04+74*0.015+18*0.005+8*0.004)/ .56753.3 1.81519.94 4*0.18+6*0, 69+3*0.96 298.6 Page 11
12 115 FSSC customer material Trays (issue 1 series): L4-8 concrete V15 (M200), volume 0.72 m3, reinforcement consumption 51.58 kg FSSC customer material 117 FSSC customer material 120 FSSC customer material 121 FSSC customer material 122 FSSC FSSC FSSC FER RF from Floor slab: P11-8 / concrete V25 (M350), volume 0.44 m3, flow rate 31.3 kg / (series issue 2) Floor slab: P11d-8 / concrete V25 ( M350), volume 0.11 m3, flow rate 7.4 kg / (series issue 2) Floor slab: P5-8 / concrete V15 (M200), volume 0.16 m3, flow rate 11 kg / (Version 2 series) Floor slab: P5d-8 / V15 (M200) concrete, volume 0.04 m3, ar-ry consumption 2.7 kg / (Version 2 series) Support pads: OP 3 / V15 (M200) concrete ), volume 0.015 m3, container consumption 2.1 kg / (series) 1 /concrete B15 (M200), volume 0.004 m3, flow rate 0.7 kg / (series) Installation of basement walls and retaining walls: concrete (100 m3 of concrete, rubble concrete and reinforced concrete in action), 05 277.02 5 1, FSSC RF from HP (596 rubles): 105% of the payroll fund SP (369 rub.): 65% of the payroll fund Heavy concrete, aggregate size over 40 mm, class B7.5 (M 100) -14, Page 12
13 127 FSTS Heavy concrete, aggregate size: more than 40 mm, class B10 (M150) 14, FER RF from Installation of embedded parts weighing: up to 4 kg (1 t) HP (103 rubles): 105% of the payroll joint venture (64 rubles) .): 65% of the payroll 0.49 35.1 2.82 9.39 Total for section 6 Impassable channels from tray elements Section 7. Expansion joints, FER RF from Arrangement of a deformation sedimentary joint of foundations for equipment filled with bitumen at a joint thickness 25 mm, depth 20 cm (100 m seam) 1.2 120/ .23 678.9 399.28 2.58 94.3 1.2; EM=1.2 to flow.; ZPM=1.2; MAT=1.2 to flow.; TZ=1.2; TZM=1.2)) HP (987 rubles): 105% from FOT SP (611 rubles): 65% from FOT 130 FER RF from Masonry of pressure walls of waterproofing in 1/2 bricks on bituminous mastic (100 m2 of wall) 0.92 8.89 15, FER RF from HP (190 rubles. ): 122% of the payroll joint venture (125 rubles): 80% of the payroll Waterproofing of walls, foundations: horizontal gluing in 2 layers (100 m2 of insulated surface) 0.72 171.45 163.1 3, FSSC RF from 133 FSSC NR (46 rubles): 122 % of FOT SP (30 rubles): 80% of FOT Roofing felt with coarse-grained dressing, waterproofing grade TG-350 (m2) Roofing felt with fine dressing RM-350 (m2) -42.46 5.46 6, Page 13
14 134 FER Waterproofing of walls, foundations: lateral 0.01 155.8 12.17 RF from gluing on a leveled surface 445.07 rubble masonry, brick and concrete in 2 layers (100 m2 of insulated surface) HP (162 rubles): 122 % of FOT SP (106 rubles): 80% of FOT 135 FSTS RF from 136 FSTS FER RF from Tol with coarse-grained dressing waterproofing grade TG-350 (m2) Roofing felt with fine dressing RM-350 (m2) Total for section 7 Expansion joints Section 8. Fixed supports H1-H4 (4 supports) Foundation for foundations: sand (1 m3 of foundation) -59.8 5.8 6.32 0.33 * 4 117.5 18.79 26.36 3 ,3 3, FSSC RF from 139 FSSC FER RF from 141 FSSC RF from 142 FSSC HP (41 rubles): 122% of the payroll SP (27 rubles): 80% of the payroll Natural sand for building mortars medium Natural sand for building : work of increased size and large Concrete preparation device (100 m3 of concrete, rubble concrete and reinforced concrete in action) HP (24 rubles): 105% of the payroll SP (15 rubles): 65% of the payroll cla ss B3.5 (M50) Heavy concrete, aggregate size: 20 mm, class B7.5 (M100) -1.584 59.584 59.0124 0.31*4/.23 Page 14
15 143 FER Installation of foundation slabs 0.94 14.82 RF from reinforced concrete: with ribs up 0.82 * 4 / .52 421.88 14 (100 m3 of concrete, rubble concrete and reinforced concrete in action) 144 from, 04 \u003d, 54-13.5 x 5 650.00-101.5 x 665.00 HP (184 rubles): 105% of the payroll SP (114 rubles): 65% of the payroll : 20 mm, class B25 (M350) Hot-rolled reinforcing steel of a periodic profile of class: A-III, diameter mm Surcharges on the prices of blanks for assembling and welding frames and meshes: flat, diameter mm Hot-rolled reinforcing steel, smooth class A-I, diameter: 12 mm Surcharges on the prices of blanks for assembly and welding of frames and meshes: spatial, 12 mm in diameter Installation of support structures: for fastening pipelines inside buildings and structures weighing up to 0.5 tons (1 ton of structures) 68+123.6)*4/.8*4/.58 448.87 116.14 1.49 12.11 150 FSSC FSSC Fixed supports made of hot-rolled profiles for pipelines Hot-rolled sheet steel, grade St3, thickness: mm 0.03966*4+0.0116*4 0.0396 0.0099*4 8559, Page 15
16 152 FER Arrangement of floor slabs for channels 0.84 4.79 RF from area: up to 5 m2 1126.5 786.51 31 (100 pieces of prefabricated structures) 153 FSSC RF from 154 FSSC FSSC FER RF from NR (114 rubles) : 130% of the FOT SP (75 rubles): 85% of the FOT Ready-made masonry cement mortar, grade 50 Floor slab: P11-8 / concrete V25 (M350), volume 0.44 m3, construction rate 31.3 kg / (series issue 2) Ready masonry cement mortar grade: 100 Painting primed metal surfaces: primer-putty EP layer (100 m2 of surface to be painted) -0.8 11 0.116 0.058*2 634.38 42.08 6.22 0.64 0.54 NR (5 rubles): 90% of the FOT SP (4 rubles): 70% of the FOT 157 FER RF from Painting primed metal surfaces: enamel EP layer (100 m2 of painted surface) 0.174 0.058 * 3 556.91 22.4 9.43 0.47 0, FSSC RF from 159 FSSC HP (5 rubles): 90% of the payroll SP (4 rubles): 70% of the payroll Epoxy enamel EP-733 green Epoxy enamel: EP-56 color Total for section 8 Fixed supports H1-H4 (4 supports) Section 9. Construction of the chamber UT-6a FER RF from Ustr Foundation property for foundations: sandy (1 m3 of foundation) -0.7 117.5 18.79 26.36 3.3 80% of payroll Natural sand for building mortars medium -3.24 59, Page 16
17 162 FSSC Natural sand for construction: works of increased size and coarse 3.24 59, FER RF from Concrete preparation device (100 m3 of concrete, rubble concrete and reinforced concrete in the case) 0, FSSC RF from 165 FSSC FER RF from NR (36 rubles. ): 105% of the payroll SP (22 rubles): 65% of the payroll with walls: made of concrete blocks (100 m3 of concrete and reinforced concrete structures) -1, .24 162, 738.56-2.9 x 485.90 HP (2513 rubles): 130% of the payroll SP (1643 rubles): 85% of the payroll Ready-made masonry cement mortar grade: 100 Solid concrete basement wall blocks (GOST): FBS T / concrete V7.5 (M100), volume 0.543 m3, reinforcement consumption 1.46 kg / Solid concrete basement wall blocks (GOST): FBS T / concrete V7.5 (M100), volume 0.265 m3, reinforcement consumption 1.46 kg / Blocks of concrete basement walls, solid (GOST): FBS9-4-6-T / concrete B7.5 (M100), volume 0.195 m3, reinforcement consumption 0.76 kg/ 0.9 484 Page 17
18 171 FSTS Solid concrete basement wall blocks (GOST): FBS T / concrete B7.5 (M100), volume 0.127 m3, reinforcement consumption 0.74 kg / 44 78, FSSC FSSC FSSC FSSC FSSC FSSC FSSC FER RF from Slab lintel: 3PP21-71 / concrete V15 (M200), volume 0.173 m3, reinforcement consumption 13.82 kg / (series issue 2) Floor beams for heating mains: B-7 / concrete V25 (M350), volume 0.71 m3, reinforcement consumption 90 ,94 kg / (series / 82) Floor slab: P15d-8 / concrete V25 (M350), volume 0.16 m3, container consumption 12.8 kg / (series issue 2) Floor slabs for trays and channels: software -3 /concrete B25 (M350), volume 0.36 m3, reinforcement consumption 37.5 kg/ (series /82.1) Cast iron manholes: heavy Heavy concrete, aggregate size: 20 mm, class B15 (M200) Heavy concrete, aggregate size : 20 mm, class B25 (M350) Reinforcement of masonry walls and other structures (1 ton of metal products) HP (92 rubles): 122% of the payroll SP (60 rubles): 80% of the payroll +0.45+1.42 0.91 506.89 3.73 8, FSSC RF from 181 FSSC a 18
19 182 FSSC Hot-rolled reinforcing steel of a periodic profile of class: A-III, diameter mm 0, FSSC FSSC FSSC FSSC FSSC FSSC FSSC FSSC FSSC Gland Surcharges to the prices of blanks for assembly and welding of frames and meshes: three-dimensional, with a diameter of mm Hot-rolled reinforcing steel of a periodic profile of a class : A-III, diameter 12 mm Hot-rolled smooth reinforcing steel class A-I, diameter: 12 mm Surcharges on the prices of blanks for the assembly and welding of frames and meshes: flat, 12 mm in diameter Surcharges on the prices of blanks for the assembly and welding of frames and meshes: three-dimensional, with a diameter of 12 mm Hot-rolled reinforcing steel of a periodic profile of class: A-III, with a diameter of 10 mm Surcharges on the prices of blanks for the assembly and welding of frames and meshes: flat, with a diameter of 10 mm Hot-rolled smooth reinforcing steel of a class A-I, with a diameter of 8 mm Surcharges to the prices of blanks for assembly and welding of frames and meshes: spatial, 8 mm in diameter 0.3031 (249.8+53.3)/1000 0.1397 (110.9+28.8)/ .193 0.1109+0 .0288+0.1 90 0, С page 19
20 192 FER Installation of embedded parts weighing: up to 20 kg 0.51 35.22 0.72 RF from (1 ton) 573.41 2.03 HP (8 rubles): 105% of the payroll joint venture (5 rubles): 65% of PHOTO 193 FSTS RF from Embedded and overhead parts manufactured using welding, bending, drilling (punching) of holes (if any of these operations or the entire list in any combination) supplied separately -0, FSTS chamfer made of steel grades Bst2kp-Bst4kp and Bst2ps-Bst4ps outer diameter: 159 mm, wall thickness 4 mm (m) 0, FER RF from Pit Seal of stuffing boxes when pipes pass through foundations or basement walls with a diameter of up to 200 mm (1 stuffing box) NR (31 rubles): 128% of the payroll joint venture (20 rubles): 83% of the payroll 1 88.18 21.36 2, FER RF from Drilling with diamond drilling machines in reinforced concrete structures horizontal holes 200 mm deep with a diameter of: 20 mm ( 100 holes) 0.66 224.15 917.01 255.3 0.93 HP (24 rubles): 110% of the FOT SP (15 rubles): 70% of the FOT 197 FER RF from Installation of anchor bolts: ready nests with embedded length up to 1 m (1 t) 0.7 2790.99 60.25 3.01 0 FOT Anchor parts made of straight or bent round threaded rods (complete with or without washers and nuts), supplied separately -0, page 20
21 199 FSTS Spacer bolts MP 12x, FER RF from Installation steel structures remaining in the body of concrete (1 ton) 0.00756/2 8994.58 445.69 496.68 23.33 0 .): 65% of the payroll Auxiliary structural elements with a predominance of rolled profiles without holes and assembly welding operations Installation of embedded parts weighing up to 4 kg (1 t) HP (8 rubles): 105% of the payroll joint venture (5 rubles): 65% of FOT -0.00756/2 8792.49 35.1 2.82 0, FSSC RF from 204 FSSC FER RF from Embedded and overhead parts made using welding, bending, drilling (punching) of holes (if one of the of these operations or the entire list in any combination) supplied separately Angular equal-shelf steel, steel grade: St3ps, shelf width mm : 80% of the FOT -0.53 419.79 216.52 9.38 0.24 Metal ladder ML - 4 pcs 206 FER RF from Installation of straight and curved stairs, fire stairs with a fence (1 ton of structures) 0.02847 * 4 -0.0021 6*4 1084.67 304.28 691.89 76.37 3.41 HP (41 rubles): 90% of payroll JV (39 rubles): 85% of payroll Page 21
22 207 FSSTS Fencing of stairways, flights of stairs, fire escapes 0, FER RF from Installation of anchor bolts: when concreting on supporting structures (1 ton) HP (3 rubles): 105% of the payroll of joint venture (2 rubles): 65% from FOT 0.00216* .56 327.25 77.08 0.31 Painting of metal structures 209 FER RF from Painting of primed metal surfaces: primer putty EP-0010 (100 m2 of surface to be painted) 0.102 0.051*2 634.38 42, 08 6.22 0.64 0, FER RF from HP (5 rubles): 90% of the FOT SP (4 rubles): 70% of the FOT Painting of primed metal surfaces: EP-773 enamel (100 m2 of painted surface) 0.153 0.051 * 3 556.91 22.4 9.43 0.47 0, FSSC RF from 212 FSSC FER RF from HP (3 rubles): 90% of the FOT SP (2 rubles): 70% of the FOT Epoxy enamel EP -733 green Epoxy enamel: EP-56 color Total for section 9 Construction of the chamber UT-6a-1 Section 10. Construction of the chamber UT-6a-1a 83 rubles): 122% of the payroll of the joint venture (54 rubles b.): 80% of payroll Natural sand for building mortars medium Natural sand for construction: works of increased size and coarse -0.7 117.5 18.79 26.36 3.04-3.24 59.24 59.3 6.21 Page 22
23 216 FER Concrete preparation device 0.24 RF from (100 m3 of concrete, rubble concrete and reinforced concrete in the case) 217 FSTS RF from 218 FSTS FER RF from HP (36 rubles): 105% of the payroll of joint venture (22 rubles): 65 % of FOT Heavy concrete, aggregate size 20 mm, class B3.5 (M50) Heavy concrete, aggregate size: 20 mm, class B7.5 (M100) Construction of chambers with walls: made of concrete blocks (100 m3 of concrete and reinforced concrete structures) -1, .24 206, FSSC FSSC FSSC FSSC FSSC,92 = .44-14 x 375.00-9.5 x 5 650.00-51.8 x 738.56-2.9 x 485.90 HP ( 3190 rub.): 130% of the payroll of the joint venture (2086 rub.): 85% of the payroll Ready-made masonry cement mortar grade: 100 Solid concrete basement wall blocks (GOST): FBS T / concrete B7.5 (M100), volume 0.543 m3 , reinforcement consumption 1.46 kg / Blocks of concrete walls of basements solid (GOST): FBS T / concrete B7.5 (M100), volume 0.265 m3, consumption of reinforcement 1.46 kg / Blocks of concrete walls of basements solid (GOST): FBS9- 4-6-T / concrete B7.5 (M100), volume 0.195 m3, reinforcement consumption 0.76 kg / Blocks of concrete basement walls, solid (GOST) : FBS T / concrete V7.5 (M100), volume 0.127 m3, reinforcement consumption 0.74 kg / 0, Page 23
24 225 FSSTs Slab lintel: 3PP21-71 / concrete V15 (M200), volume 0.173 m3, reinforcement consumption 13.82 kg / (issue 2) 2 256, FSTS FSTS FSTS FSTS FSTS FSTS from concrete V 15 (M200) with a reinforcement consumption of 30 kg / m3 Floor beams for heating mains: B-7 / concrete V25 (M350), volume 0.71 m3, reinforcement consumption 90.94 kg / (series / 82) Floor slab: P15d -8 /concrete V25 (M350), volume 0.16 m3, flow rate 12.8 kg / (series issue 2) Floor slabs for trays and channels: PO-3 /concrete V25 (M350), volume 0.36 m3, reinforcement consumption 37.5 kg / (series / 82.1) Wall ring for manholes: KS7.3 / concrete V15 (M200), volume 0.05 m3, reinforcement consumption 1.64 kg / (series) 0, FSSC FSSC FSSC FSSC FER RF from Support ring KO-6 / concrete V15 (M200), volume 0.02 m3, flow rate 1.10 kg / (series) Cast iron manholes: heavy Heavy concrete, aggregate size: 20 mm, class B15 ( M200) Heavy concrete, aggregate size: 20 mm, class B25 (M350) Reinforcement of masonry walls and other structures (1 ton of metal products) HP (99 rubles): 122% of payroll JV (65 rubles): 80% of payroll 4 31.4 3.85+0.45+1.10 0.91 506.89 3.73 8.83 Page 24
25 236 FSSC Welded reinforcing mesh -0, RF from 237 FSSC FSSC FSSC FSSC FSSC FSSC FSSC FSSC FSSC FSSC Mesh made of cold-drawn wire Hot-rolled reinforcing steel of a periodic profile of class: A-III, diameter mm Surcharges to the prices of blanks for assembly and welding of frames and meshes : flat, with a diameter of mm Hot-rolled reinforcing steel of a periodic profile of class: A-III, with a diameter of 12 mm Hot-rolled reinforcing steel of a smooth class A-I, with a diameter of: 12 mm Surcharges on the prices of blanks for assembling and welding frames and meshes: flat, with a diameter of 12 mm Surcharges to the prices of blanks for the assembly and welding of frames and meshes: three-dimensional, 12 mm in diameter Hot-rolled reinforcing steel of a periodic profile of class: A-III, with a diameter of 10 mm Surcharges to the prices of blanks for the assembly and welding of frames and meshes: three-dimensional, 10 mm in diameter Hot-rolled reinforcing steel smooth class A-I, diameter: 8 mm 0.3031 (249.8+53.3)/1000 0.1292 (100.4+28.8)/ .1825 +35.0)/ Page 25
26 247 FSTS Surcharges on the prices of blanks for assembly and welding of frames and meshes: spatial, with a diameter of 8 mm 0.48 93 Gland 248 FER RF from Installation of embedded parts weighing: up to 20 kg (1 t) HP (14 rubles): 105% from the FOT SP (8 rubles): 65% from the FOT 0.51 573.41 35.1 2.22 1 of these operations or the entire list in any combination) supplied separately -0, FSTS Electric-welded straight-seam steel pipes with chamfered steel grades Bst2kp-Bst4kp and Bst2ps-Bst4ps outer diameter: 159 mm, wall thickness 4 mm (m) 0, FER RF from the pits Sealing glands when pipes pass through foundations or basement walls with a diameter of up to 200 mm (1 gland) 2, FER RF from Drilling with diamond drilling machines in reinforced concrete structures horizontal holes 200 mm deep with a diameter of 20 mm (100 holes) 0.66 224.15 91 7.01 255.3 0.93 HP (24 rubles): 110% of the FOT SP (15 rubles): 70% of the FOT 253 FER RF from t) 0.7 2790.99 60.25 3.01 0.25 NR (2 rubles): 105% of the payroll JV (1 rub.): 65% of the payroll Page 26
27 254 FSTS Anchor parts made of straight or bent round -0, RF from threaded rods (complete with washers and nuts or without them), supplied separately steel structures remaining in the body of concrete (1 ton) HP (2 rubles): 105% of the payroll SP (1 rub.): 65% of the payroll : up to 4 kg (1 ton) HP (8 rubles): 105% of the payroll SP (5 rubles): 65% of the payroll 4 5.00756/2 8994.58 445.69 496.68 23.63-0 ,00756/2 8792.49 35.1 2.33 0.82 0, FSSC RF from 260 FSSC FER RF from Embedded and overhead parts manufactured using welding, bending, drilling (punching) of holes (in the presence of one of these operations or of the entire list in any combination) supplied separately Equal-shelf angle steel, steel grade: St3ps, shelf width mm Installation of metal pit gratings (1 ton of metal products) HP (2 rubles): 122% of the payroll SP (2 rubles): 80% of the payroll -0.53 419.79 216.52 9.38 0.24 Close the hole with bricks Page 27
28 262 FER Masonry of individual sections of brick walls and 0.18 947.45 2.63 2.63 RF from sealing openings in brick walls at 1 * 0.4 * 0.45 119.53 volume of masonry in one place: up to 5 m3 (1 m3) HP (28 rubles): 110% of the payroll SP (18 rubles): 70% of the payroll Metal ladder ML - 4 pcs 263 FER RF from Installation of straight and curved stairs, firemen with a fence (1 ton of structures) 0.1372 0.0343*4 1084.67 304.28 691.89 76.37 openings, flights of stairs, fire escapes Installation of anchor bolts: when concreting on supporting structures (1 ton) 0.0108 0.0027* .56 327.25 77.08 0.39 (3 rubles): 65% of the FOT Painting of metal structures 266 FER RF from Painting of primed metal surfaces: primer-putty EP-0010 (100 m2 of the surface to be painted) 0.134 0.067 * 2 634.38 42.08 6.22 0.64 0, FER RF from HP (6 rubles): 90% of the FOT SP (5 rubles): 70% of the FOT Coloring of metal primers EP-773 enamel (100 m2 of surface to be painted) 0.201 0.067*3 556.91 22.4 9.43 0.47 0.5 268 (4 rubles): 70% of the payroll epoxy enamel EP-733 green Epoxy enamel: EP-56 color Total for section 10 Construction of the chamber UT-6a-1a -0.67 Page 28
29 Section 11. Construction of the chamber UT-6a FER RF from Construction of foundation for foundations: sandy (1 m3 of foundation) 4.1 117.5 18.79 26.36 3.3 9, FSSC RF from 272 FSSC FER RF from 274 FSSC RF from 275 FSSC FER RF from NR (126 rubles): 122% of the payroll SP (82 rubles): 80% of the payroll Natural sand for medium mortars Natural sand for construction: works of increased size and large m3 of concrete, rubble concrete and reinforced concrete in action) HP (55 rubles): 105% of the payroll SP (34 rubles): 65% of the payroll Heavy concrete, aggregate size 20 mm, class B3.5 (M50) Heavy concrete, size filler: 20 mm, class B7.5 (M100) Arrangement of chambers with walls: made of concrete blocks (100 m3 of concrete and reinforced concrete structures) -4.92 59.92 59, .86 926.24 285, 44-14 x 375.00-9.5 x 5 650.00-51.8 x 738.56-2.9 x 485.90 HP (4402 rubles): 130% of the payroll of the joint venture (2878 rubles): 85% of FOT Ready-made masonry cement mortar Grade: 100 Blocks of solid concrete basement walls (GOST): FBS T / concrete B7.5 (M100), volume 0.543 m3, reinforcement consumption 1.46 kg/0, Page 29
30 279 FSTS Solid concrete basement wall blocks (GOST): FBS T / concrete B7.5 (M100), volume 0.398 m3, reinforcement consumption 1.46 kg / 9 238, FSTS FSSC FSSC FSSC FSSC FSSC FSSC FSSC FSSC Blocks of concrete basement walls solid (GOST): FBS9-6-6-T / concrete B7.5 (M100), volume 0.293 m3, reinforcement consumption 1.46 kg / Blocks of concrete basement walls solid (GOST): FBS T / concrete B7.5 (M100 ), volume 0.191 m3, reinforcement consumption 0.74 kg / Slab lintel: 3PP27-71 / concrete V15 (M200), volume 0.227 m3, reinforcement consumption 35.82 kg / (issue series 2) Bar lintel: 3PB27-8- p / concrete V15 (M200), volume 0.072 m3, reinforcement consumption 3.54 kg / (series issue 1) : 3PB16-37-p / concrete V15 (M200), volume 0.041 m3, reinforcement consumption 3.26 kg / (series of issue 1) Floor beams for heating mains: B-7 / concrete V25 (M350), volume 0.71 m3, reinforcement consumption 90.94 kg / (series / 82) Floor slab: P21d-8 / concrete V25 (M350), volume 0.29 m3, assembly consumption 23.6 kg / (series issue 2) Floor slabs for trays and channels: PO-4 / concrete V25 (M350), volume 0.61 m3, reinforcement consumption 52.7 kg / (series /82.1) 3 181.26 0.325/2.5* 2 1498, Page 30
31 289 FSTS Wall ring for manholes: KS7.3 / concrete V15 (M200), volume 0.05 m3, reinforcement consumption 1.64 kg / (series) 4 78, FSTS FSTS FSTS FER RF from Cast iron hatches: heavy Heavy concrete, aggregate size: 20 mm, class B15 (M200) Heavy concrete, aggregate size: 20 mm, class B25 (M350) Reinforcement of masonry walls and other structures (1 ton of metal products) 94 rubles): 80% of the payroll 4,569.19 6.61+0.64+3.94 0.91,506.89 3.73 12 cold-drawn Hot-rolled rebar steel of a periodic profile class: A-III, mm diameter Surcharges on the prices of blanks for assembly and welding of frames and meshes: flat, diameter mm Hot-rolled rebar steel of a periodic profile class: A-III, diameter 12 mm Hot-rolled smooth reinforcing steel class A -I, diameter: 12 mm -0.4973 (396.0+101.3)/1000 0.2165 (166.1+50.4)/ , Page 31
32 300 FSTS Surcharges on the prices of blanks for assembling and welding frames and meshes: flat, 12 mm in diameter 0, FSTS FSTS FSTS FSTS FSSS Gland Surcharges on the prices of blanks for assembling and welding frames and meshes: three-dimensional, 12 mm in diameter Hot-rolled reinforcing steel of periodic profile class: A-III, diameter 10 mm Surcharges on the prices of blanks for assembly and welding of frames and meshes: three-dimensional, 10 mm in diameter Hot-rolled smooth reinforcing steel class A-I, diameter: 8 mm Surcharges on the prices of blanks for assembly and welding of frames and meshes : spatial, with a diameter of 8 mm 0.0776 (3.60 + 74.0) / , FER RF from Installing embedded parts weighing: up to 20 kg (1 t) 608.51 \u003d 7 408.51-1 x 6 800.00 NR (13 rubles): 105% of the payroll JV (8 rubles): 65% of the payroll 0.51 573.41 35.1 2.22 1, FSTS Electric-welded straight-seam steel pipes with chamfered steel grades Bst2kp-BSt4kp and Bst2ps-Bst4ps outer diameter: 159 mm, wall thickness 4 mm (m) 0, FER RF from Pit Seal of glands when pipes pass through the foundation basement walls or walls with a diameter of up to 200 mm (1 grommet)
33 309 FER Drilling with diamond drilling rigs in horizontal 0.66 917.3 0.93 RF from reinforced concrete structures 224.15 255.2 10 holes 200 mm deep diameter: 20 mm (100 holes) HP (24 rubles): 110% from FOT SP (15 rubles): 70% from FOT 310 FER RF from Installation of anchor bolts: in ready-made nests with embedment up to 1 m long (1 t) 0.7 2790.99 60.25 3.01 0, FSSC RF from HP (2 rubles): 105% of the payroll SP (1 rub.): 65% of the payroll Anchor parts made of straight or bent round threaded rods (complete with or without washers and nuts), supplied separately FSSC FER RF from 314 FSSC RF from 315 FER RF from Spacer bolts MR 12x100 Installation of steel structures remaining in the body of concrete (1 ton) HP (2 rubles): 105% of the payroll JV (1 rub.): 65% of the payroll Auxiliary structural elements with a predominance of rolled profiles without holes and assembly welding operations Installation of embedded parts weighing up to 4 kg (1 ton) HP (8 rubles): 105% of the payroll joint venture (5 rubles): 65% of the payroll 4 5 00756/2 8994.58 445.69 496.68 2 3.63-0.00756/2 8792.49 35.1 2.33 0.82 0, Federal State Standards Service of the Russian Federation of Embedded and overhead parts made using welding, bending, drilling (punching) of holes (if one of these operations or all list in any combination) supplied separately -0, Page 33
34 317 FSTS Angular equal-shelf steel, steel grade: St3ps, shelf width mm 0, FER RF from Installation of metal gratings for pits (1 ton of metal products) HP (2 rubles): 122% of the payroll joint venture (2 rubles): 80% from FOT Close the hole with bricks 0.53 419.79 216.52 9.38 0, FER RF from Laying separate sections of brick walls and sealing openings in brick walls with the volume of laying in one place: up to 5 m3 (1 m3) 0.27 1*0.6*0.45 947.45 119.53 2.63 3.95 HP (41 rubles): 110% of the payroll JV (26 rubles): 70% of the payroll Metal ladder ML - 4 pcs 320 FER RF from Installation of rectilinear and curvilinear ladders, fire stairs with a fence (1 ton of structures) 0.02992 * 4 1084.67 304.28 691.89 76.37 3, FSSTS FER RF from HP (46 rubles): 90% of FOT SP (43 rubles): 85% of the FOT Enclosures of stairways, flights of stairs, fire escapes Installation of anchor bolts: when concreting on supporting structures (1 ton) 0.00216* .56 327.25 77.08 0.31 HP (3 rubles): 105% of the payroll JV (2 rubles): 65% of the payroll Painting of metal structures 323 FE R RF from Painting primed metal surfaces: EP-0010 primer putty (100 m2 of surface to be painted) 0.116 0.058 * 2 634.38 42.08 6.22 0.64 0.54 HP (5 rubles): 90% of payroll JV (4 rubles): 70% of the payroll Page 34
35 324 FER Painting primed metal 0.91 9.47 0.43 RF from surfaces: EP-773 enamel 0.058*3 22.4 0.1 (100 m2 of surface to be painted) 325 FSSC RF from 326 FSSC FER RF from HP (5 rub.): 90% of the payroll SP (4 rub.): 70% of the payroll Epoxy enamel EP-733 green Epoxy enamel: EP-56 color Total for section 11 Construction of the chamber UT-6a-2 Section 12. Construction of the chamber UT- 6a-2/1 Construction of a base for foundations: sandy (1 m3 of base) -0.5 18.79 26.36 3.3 4.6 328 rub.): 122% of the payroll joint venture (41 rub.): 80% of the payroll Natural sand for building mortars medium Natural sand for construction: work of increased size and large Concrete preparation device (100 m3 of concrete, rubble concrete and reinforced concrete in action) HP (25 rubles): 105% of the payroll joint venture (16 rubles): 65% of the payroll Heavy concrete, aggregate size 20 mm, class B3.5 (M50) Heavy concrete, aggregate size: 20 mm, class B7.5 ( M100) -2.4 59.4 59.34 Page 35
Connection to the heat supply system of the object: "Apartment residential building with built-in non-residential premises on Stolbovaya street (2nd stage)" in the Oktyabrsky district of Ulan-Ude. (name of construction site) LOCAL
Overhaul thermal networks. Heating main 2 TK31 to TK31-3 st. Sukhe-Bator (name of construction site) LOCAL ESTIMATE CALCULATION 06-02-07 (local estimate) for Capital repairs of heating networks. Heating main
Form 1 OJSC "TGC-14" (name of organization) LOCAL ESTIMATE CALCULATION 04-06-03 (local estimate) for Connection to the heat supply system of the object "Multi-apartment residential building", located on the street. Garmaeva
Form 1 OJSC "TGC-14" (name of organization) LOCAL ESTIMATE CALCULATION 04-06-04 (local estimate) at DNT "Kedr" (name of work and costs, name of the object) Basis: Estimated cost 5620.728
OJSC "TGC-14" (name of organization) LOCAL ESTIMATE CALCULATION (local estimate) for the Overhaul of the heating main 5 TK13-1-27 to the building of the Kindergarten 112 st. Pavlova 72 (name of work and costs,
AGREED: APPROVED: "" 2015 "" 2015 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Construction of a heating main from TK-3-1-5 to UT-1 and from UT-1 to ITP for connection to heat supply
AGREED: APPROVED: "" 2015 "" 2015 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Construction of the Du200 heating main from TK-27-2 to ITP for connection to heat supply
AGREED: I APPROVE: "" 20 "" 20 (name of the construction site) LOCAL ESTIMATE CALCULATION (local estimate) for the repair of the heating main (name of work and costs, name of the object) Basis: Estimated
(name of construction site) LOCAL ESTIMATE CALCULATION 22 (local estimate) for 22. 113 sq. blocks 8,9. (name of works and costs, name of object) Basis: Estimated cost of 645,995 civil works
AGREED: APPROVED: "" 2015 "" 2015 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Reconstruction of a heating main from DN200 mm from TK-12-6 to TK-12-7 to DN250 with a length of
Annex 3 to terms of reference for procurement procedures Construction of a heating network from the connection point UT-1 to the facility: "DNT Botany in the Oktyabrsky district of Ulan-Ude" (name of the construction site)
AGREED: APPROVED: "" 2015 "" 2015 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Reconstruction of the heating main with Du200 from UT-1 (between TK-13-9 and TK-13-10) to UT-2 on Du250
AGREED: APPROVED: "" 2013 "" 2013 Heating main 6. Technical re-equipment of heating main 6 from T-7-6 to T-7-10 from 2Du 50mm to 2Du100mm on Thermal Street (name of construction site) LOCAL
Connection of the object "6-apartment residential building", located at st. Babushkin in the Oktyabrsky district of Ulan-Ude. (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for Connection
Building a body network from the connection point to the object: " Residential development(2nd stage)", located in the 140A quarter, Oktyabrsky district, Ulan-Ude (name of organization) LOCAL ESTIMATE
AGREED: APPROVED: "" 2015 "" 2015 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Construction of a heating main Du250 from UT to UT-1, Du200 from UT-1 to UT-2, Du125 from UT -2
Construction of a heating network from the connection point to the facility: "Residential block 8, located in the 113th quarter. Oktyabrsky district, Ulan-Ude" (name of the construction site) LOCAL ESTIMATE CALCULATION 06-06-01 (local
AGREED: I APPROVE: "" 20 "" 20 (name of the construction site) LOCAL ESTIMATE CALCULATION (local estimate) for the overhaul of the heating main (name of work and costs, name of the object) Basis:
(name of the construction site) LOCAL ESTIMATE CALCULATION (local estimate) for 25. Pestelya 8 (name of works and costs, name of the object) Basis: Estimated cost of 940,533 construction works 734,382 installation
AGREED: APPROVED: "" 2015 "" 2015 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Reconstruction of the heating main from P-2-5 to TK-5-2 from DN500 to DN600, 105 m long,
Total weight of equipment, t Garmaeva, 39b, Oktyabrsky district, Ulan-Ude. Construction of a heating network from the point
AGREED: APPROVED: "" 2016 "" 2016 JSC "Spetsvatohozyaystvo" (name of construction site) LOCAL ESTIMATE CALCULATION 02.01.13 (local estimate) for "Construction of the heating main Du150 from UT-1 to UT-2, and
AGREED: I APPROVE: "" 20 "" 20 (name of the construction site) LOCAL ESTIMATE CALCULATION (local estimate) for storm sewer (name of work and costs, name of the object)
Construction of a heating network from the point of connection to the object "Residential development (2nd stage of construction of 2 block sections)", located at the address: st. Sakhyanova in the Oktyabrsky district of Ulan-Ude (name
Connection to the heat supply system of the facility: a kindergarten for 280 places "located at 102 quarter of the Oktyabrsky district of Ulan-Ude. (name of the construction site) LOCAL ESTIMATE CALCULATION 04-01-02 (local
AGREED: APPROVED: "" 2014 " " 2014 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for Reconstruction of the heating main from TK-7-13 to TK-8-27 from DN500 to DN 600mm. inv. 000054 (name
Appendix 1 to the terms of reference for procurement procedures Reconstruction of the heating network section from UT-1-1 to UT-1, from UT-1 to UT-2, from UT-2 to UT-3, from UT-3 to UT-4 in the 140a quarter of Oktyabrsky
AGREED: I APPROVE: "" 20 "" 20 (name of the construction site) LOCAL ESTIMATE CALCULATION (local estimate) for the installation of an inspection pit (name of work and costs, name of the object) Basis:
Appendix 3 to the terms of reference for competitive procedures
AGREED: APPROVED: "" 2015 "" 2015 (name of the construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Reconstruction of the heating main from TK-8-27 to UT-1 from DN 350mm to DN 400mm with a length
Connection to the heat supply system of the facility: "Multi-apartment residential building (2nd stage), at Klyuchevskaya st., 29, Oktyabrsky district, Ulan-Ude. 1. Construction of a heat network from the point of TC 6-10
AGREED: APPROVED: "" 2015 "" 2015 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Construction of a heating main from TK-19-7 (formerly TK-7-17) to UT-1 on the border of the land
AGREED: APPROVED: "" 205 "" 205 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Reconstruction of the heating main from Du500 from TK-8-3a to TK-8-2 to Du600 with a length of 72 m for
Children's polyclinic in the Kirovsky district, Perm. (name of the construction site) LOCAL ESTIMATE CALCULATION 06-- (local estimate) for External water supply networks (name of works and costs, name of the object)
Connection to the heat supply system of the facility: "Building 113 sq. (residential blocks 12,18,19,20,22)" in the Oktyabrsky district, Ulan-Ude. (name of construction site) LOCAL ESTIMATE CALCULATION 3 (local estimate) on Perelekka
Construction of a heating network from the connection point to the border land plot object "Administrative -office building", located at the address: Limonov street in the Zheleznodorozhny district of Ulan-Ude. (name
AGREED: APPROVED: Fundament63.ru 8-846-225-49-34 "" 2013 "" 2013 Individual residential building in the village of Udacha (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for the Zero cycle (name
Connection to the heat supply system of the object: "hotel complex with a medical center (building 1, building 2) on Krasnoflotskaya street" in the Oktyabrsky district (name of the construction site) LOCAL ESTIMATE CALCULATION
AGREED: APPROVED: "" 2014 " " 2014 (name of the construction site) LOCAL ESTIMATE CALCULATION 02-01-05 (local estimate) for the Installation of heat networks (name of work and costs, name of the object)
Connection of the object "Residential development on ul. residential buildings at 1,2,3, Boevaya Street, construction stage, Ulan-Ude" to the heat supply system (name
Total weight of equipment, tons Rostovsky 56a, Oktyabrsky district, Ulan-Ude. 1. Construction of a heating network from
Annex 3 to the terms of reference for conducting competitive procedures 85-apartment residential building for employees of the Ministry of Internal Affairs in the 144 quarter "at the address: 144 quarter, Oktyabrsky district, Ulan-Ude. (Name
Replacement of sectional valves with an increase in throughput in Pavilion 1 from DN800 to DN1200 to connect the facility: "Shopping and entertainment center" POSH "on Sakhyanova street, 9, Oktyabrsky district,
Connection to the object's heat supply system: " Kindergarten, in p. energetic. Oktyabrsky district, Ulan-Ude. section of the heating network from TsTP-2 to TC 3-1 (name of construction site) Rezia LOCAL ESTIMATE CALCULATION
Total weight of equipment, t
AGREED: I APPROVE: "" 20 "" 20 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for water supply and sewerage of the boiler house (name of work and costs, name of the object)
Connecting object " Cottage village", located in the 106th quarter of Ulan-Ude, to the heat supply system (name of the construction site) LOCAL ESTIMATE CALCULATION 02-01-02 (local estimate) for Reconstruction
AGREED: APPROVED: "" 2015 "" 2015 (name of the construction site) LOCAL ESTIMATE CALCULATION (local estimate) for "Reconstruction of the Du400 heating main from TK-2-27 to UT-1 at the border of the land plot on
Grand-ESTIMATE Appendix 3 to the terms of reference for procurement procedures Construction of a heating network from the connection point to the boundary of the land plot of the facility:
Repair of the heating main from TK 14-11-1 to TK 14-11-3A Gostinny Ryads (name of construction site)
Station with storage tanks for loading and draining used oils on the territory of gas station 3 of the branch of OJSC "UK" Kuzbassrazrezugol "" Bachatsky coal mine" (name of the construction site) LOCAL ESTIMATE 4/2015-5-TS-01
AGREED: I APPROVE: "" 20 "" 20 (name of construction site) LOCAL ESTIMATE CALCULATION (local estimate) for steel tanks for water (name of work and costs, name of the object) Reason:
AGREED: APPROVED: "" 20 "" 20 (name of the construction site) LOCAL ESTIMATE CALCULATION (local estimate) for the sawmill (name of work and costs, name of the object) Basis: Estimated cost
AGREED: I APPROVE: "" 25 "" 25 Leningrad region, Lomonosovsky district, municipality "Aninsky rural settlement"Novoselye village. (name of construction site) LOCAL ESTIMATE CALCULATION 02-- (local estimate)
APPROVE: Vice-rector for the operation of the property complex of the Federal State Budgetary educational institution higher professional education "National Mineral
(name of the construction site) LOCAL ESTIMATE CALCULATION 04-01-01 (local estimate) for Reconstruction of the heating network section from TK 19-1 to TK 19-2 (name of work and costs, name of the object) item Estimated cost
AGREED: I APPROVE: "" 2014 "" 2014 (name of the construction site) LOCAL ESTIMATE CALCULATION 02-01-04 (local estimate) for the Installation of K2 networks (name of works and costs, name of the object) Basis:
Basis: Estimated cost 1,400,000.00 rubles. construction works 1174672.01 rubles. installation work 11768.68 rubles. Funds for payment of 125113.08 rubles. Estimated labor intensity 636.64 man-hours Compiled in current
AGREED: I APPROVE: "" 2015 "" 2015 at the point (name of the construction site) LOCAL ESTIMATE CALCULATION (local estimate) Construction of a heating main from TK-2-10b to UT-1 at the border of the land plot for connection
Estimating in most cases is done by professional estimators, and almost always various auxiliary specialized programs are used. Therefore, problems often arise with how to read the estimate without having the appropriate knowledge in this area. Despite the fact that the document in question often has a rather impressive and cumbersome appearance, it is quite possible to parse the estimate without being an estimator at all. To do this, you must be guided by some basic rules and recommendations.
Budgeting will become a much easier process if you entrust this business to professionals.
local budget calculation or local estimate. The most common document that is drawn up at almost any facility under construction or when performing any work. Exists a large number of its various variations, the most common are the following documents, which differ in the number of columns in the form:
Despite the fact that the above options for the forms of various estimates are officially approved, in practice, their various variations are quite common. However, the general principles for decoding estimates, which are described below, do not depend on these minor adjustments.
Basic index method, without a doubt, is the most common in modern conditions. The decoding of the estimate compiled with its use is easiest to consider using the example of the most detailed 17 graphs. The fact is that the much more common version containing 11 columns is much simpler and contains almost the same information, only in a more concise form. Having dealt with the 17 columns, it will not be difficult to read the estimate of 11.
Deciphering the heading of the estimate is quite simple. It contains “Approve” and “Agreed”, which are signed by responsible persons (most often, managers), respectively, the contractor and the customer. This indicates the date.
This is followed by the name of the document, the name of the object and its main parameters, obtained as a result of the preparation of the considered estimate, including the final cost, wage fund, labor intensity (with a separate allocation of labor costs for machinists). The calendar period in the prices of which the calculation is performed is also indicated here.
The table header consists, as noted above, of 17 columns:
Deciphering the final part of the estimate (“tail”, as the estimators themselves often call it) does not present any problems. Depending on the agreements between the customer and the contractor, it may consist of a different number of lines, but usually includes:
Other varieties local estimates, performed using the base-index method, in most cases, almost the same columns and constituent elements of design and calculation are used.
The resource method is used mainly in private housing construction, in the construction of medium-sized objects or in the performance of work when the customer is individual or a private investor, and the contractor - a team of workers or a small construction firm. Therefore, there are no single forms of budgeting for all forms, however, to decipher the document in question, some main points and elements can still be distinguished.
Header local resource estimate is compiled, as a rule, in the same way as in the variant described above when calculating by the basis-index method. It contains the approval and approval by the heads of the contractor and the customer and basic data on the facility.
The table consists of columns of the estimate, the name and interpretation of which is as follows:
The final part of the estimate is compiled in the same way as in the case of using the base-index method, so its decoding does not present any particular problems. As a rule, unforeseen costs, expenses for temporary buildings and structures, VAT are taken into account. By agreement between the customer and the contractor, other similar types of costs may be included.
The object estimate consists of almost the same elements as the various variants of the local one described above, which makes it quite simple to decipher.
The heading of the document contains “Agreed” and “I approve”, where the managers or responsible persons, respectively, of the contractor and the customer must sign.
Below is the basic information about the document itself, including:
The table header consists of the following main items:
The final part of the object estimate is compiled in the same way as in other options, so its decoding is quite simple. In most cases, unforeseen costs, expenses for temporary buildings and structures, VAT are taken into account. By agreement between the customer and the contractor, other similar types of costs may be included.
Using the above basic rules for decoding estimates will allow you to easily read such a document and understand what it contains.
No. pp 1 Code, numbers of standards and codes of resources 2 Name of works and costs 3 1 E10-01-027-13 dismantling of MDS 81-38.2004 p. 3.3.1. e) Dismantling of PVC window openings with double-glazed windows. 2 E10-04-013-2 dismantling of MDS 81-38.2004 p. 3.3.1. e) E08-07-002-1 OU TERr 1.13. MDS35 p.4.7 Dismantling of metal door frames. 3 4 Е08-03-002-1 OU TERr 1.13. MDS35 p.4.7 5 E09-04-006-4 OU TERr 1.13. MDS35 p.4.7 from blocks Installation and dismantling of internal tubular inventory scaffolding at a height of rooms up to 6 m, including: 1. Assembly and installation with the device of decking, fences, ladders and running ladders. 2. Disassembly. 3. Refurbishment. 4. Delivery of elements from the warehouse. Masonry of walls made of lightweight concrete stones without cladding at a floor height of up to 4 m, including: 1. Masonry. 2. Arrangement of heating niches. 3. Stitching. Installation of enclosing wall structures from prefabricated multilayer panels with a building height of up to 50 m (wall reinforcement), including: 1. Installation of structures. 2. Fixing the wall structure. 3. Anti-corrosion coating of welds. Panels metal three-layer wall frameless with a heater from polyurethane foam. Bench manufacturing method 1PTS1016.91.6-C0.7 rev. Number of units 4 5 1 m2 7.50 100 m2 of openings 0.021 100 m2 of horizontal projection 0.22 m3 of masonry 3.07 100 m2 0.325 m2 -32.50 5.1 2010266 5.2 supplier invoice Metal wall panels (protection class-3 , resistance to burglary-2) m2 32.50 E09-04-006-4 OS TERr 1.13. МДС35 p.4.7 Installation of enclosing wall structures from prefabricated multilayer panels with a building height of up to 50 m (window reinforcement), including: 1. Installation of structures. 2. Fixing the wall structure. 3. Anti-corrosion coating of welds. Panels metal three-layer wall frameless with a heater from polyurethane foam. Bench manufacturing method 1PTS1016.91.6-S0.7 100 m2 0.098 m2 -9.80 m2 9.80 6 6.1 2010266 6.2 supplier account Metal wall panels (class of protection against bullets-3, resistance to burglary-2) Е15-01- 050-5 OU TERr 1.13. МДС35 p.4.7 Sheathing of walls with plasterboard sheets in one layer over a metal frame, including: 1. Adjustment of polyurethane foam to the frame elements. 2. Installation of a metal frame. 3. Installation of plasterboard with fastening to the frame with self-tapping screws. 4. Puttying the seams with pasting with fabric tape. 7 100 m2 of surface minus openings 0.48 8 E10-04-011-3 OS TERr 1.13. MDS35 p.4.7 Arrangement of partitions up to 3 m high in public buildings with double-sided sheathing with plasterboard sheets or gypsum-fiber boards in one layer with insulation, including: 1. Installation of a metal frame. 2. Installation of plasterboard with fastening to the frame with self-tapping screws. 3. Installation of mineral wool boards. with fixing them with mastic. 4. Putty seams. 100 m2 of partitions minus openings 0.23 9 Е10-01-027-13 OU TERr 1.13. MDS35 p.4.7 Filling openings with PVC window blocks with triple-glazed windows (cash desk), including: 1. Marking and drilling holes in reinforced concrete walls. 2. Installation of window blocks with fasteners. 3. Removing the protective film from the window block box. 4. Sealing of junctions with polyurethane foam. 5. Seal of adjoining mortar. PVC blocks with triple-glazed windows 1 m2 2.348 m2 -2.348 9.1 2039095-48a 9.2 supplier's invoice Armored glass in armored frame (protection class 3, bulletproof). Size: 110*90 cm. pcs. pcs 2.00 9.4 supplier invoice pcs 2.00 10 E09-06-001-1 OU TERr 1.13. МДС35 p.4.7 Intercom (for communication CASHIER-CLIENT) DD-205T (or equivalent), including: - operator console (made of durable plastic) with an external microphone on a flexible stand; - vandal-resistant subscriber panel (resistant to mechanical damage, temperature extremes, and other adverse climatic conditions). Subscriber panel, operator console must be equipped with two speakers. The operator console must have a line output for outputting signals from both the subscriber panel and the operator panel (with the ability to connect a recording device). All parts of the device must be made of durable and strong materials. Installation of door structures (installation of metal doors), including: 1. Installation of structures with fastening by welding, bolts. 2. Anti-corrosion coating of welds. 10.1 11 supplier account R53-3-3 Armored metal door, equipped with two METTEM-type locks, two additional vertical crossbars (class 2 burglar resistance according to GOST R 51224-98, GOST R 51113-97; 3 class protection in terms of bullet resistance according to GOST R 51224-98, GOST R 51113-97). Cutting openings in walls and frame-sheathing partitions (for doors and windows), including: 1. Marking. 2. Cutting the opening. 3. Finishing the opening with a box. tons of structures 0.36 pcs 2.00 m2 of openings 7.74 12 E10-01-027-13 OS TERr 1.13. МДС35 p.4.7 12.1 2039095-48а 12.2 supplier's account Filling openings with PVC window blocks with double-glazed windows (between the cash desks and between the cash desks and the corridor), including: 1. Marking and drilling holes in the reinforced concrete walls. 2. Installation of window blocks with fasteners. 3. Removing the protective film from the window block box. 4. Sealing of junctions with polyurethane foam. 5. Seal of adjoining mortar. PVC blocks with double-glazed triple glazing 1 m2 3.96 m2 -3.96 PVC double-glazed windows. Dimensions: 110*60 cm - 1 piece; 240*60 cm - 2 pcs. Registration (lining) of doorways in partitions with a frame made of steel profiles PS-3 and PN-3 of public buildings, including: 1. Finishing of doorways (installation of additional racks and lintels). pcs 3.00 13 Е10-04-012-3 OU TERr 1.13. MDS35 p.4.7 14 Е10-04-013-1 OU TERr 1.13. МДС35 p.4.7 Installation of wooden door blocks (to cash desks) 14.1 2030223 m2 -3.80 filling the board, lined with superhard fiberboards, with frame sheets, single-field DN 21-10, square 2.05 m2; ДН 24-10, sq. 2.35 m2 Wooden door block pcs 2.00 14.3 supplier's invoice Mortise lock pcs 2.00 14.4 supplier's invoice Handle on the lath. pcs 2.00 15 E15-02-015-9 OU TERr 1.13. MDS35 p.4.7 16 E15-02-035-1 OU TERr 1.13. MDS35 p.4.7 17 Е15-02-019-3 OU TERr 1.13. МДС35 p.4.7 High-quality plastering of surfaces with lime mortar on stone and concrete walls, including: 1. Surface preparation. 2. Application of the solution. 3. Plastering of slopes of heating niches. 4. Coating with a solution of boxes, platbands, skirting boards. Finishing surfaces from prefabricated elements and slabs for painting or wallpapering walls and panel partitions (sealing in GKL), including: 1. Sealing of seams in GKL. Continuous leveling of surfaces (single-layer plaster) from dry mortar mixtures up to 10 mm thick walls, including: 1. Priming of surfaces. 2. Application of mortar with grout. 0.02 100 m2 of openings 0.038 100 m2 of surface to be plastered 0.26 100 m2 of surface to be finished 0.068 100 m2 of surface to be plastered 1.222 4020230 Dry mortar mix for manual work t -1.185 4020241 Mineral or polymineral decorative fine-grained composition for interior walls and ceilings on a latex basis with a micromineral filler (grain size 0.7 mm) t 1.185 17.1 17.2 100 pcs. openings 18 E15-06-002-2 OU TERr 1.13. МДС35 p.4.7 Pasting walls with washable fabric-based wallpaper on plaster and concrete 18.1 1012085 Washable fabric-based wallpaper 18.2 19 1011992 E15-06-002-4 OU TERr 1.13. МДС35 p.4.7 High-quality wallpaper Pasting walls with washable fabric-based wallpaper on gypsum concrete and gypsum plaster surfaces 19. 1 1012085 Washable fabric based wallpaper 19.2 20 1011992 E15-04-005-7 OU TERr 1.13. MDS35 p.4.7 21 E15-04-001-7 OU TERr 1.13. МДС35 p.4.7 High-quality wallpapers High-quality painting with polyvinyl acetate water-based compositions on wall plaster (lobby wall and wall facing the facade), including: 1. Applying putty on cracks and sinks. 2. Sanding. 3. Coloring. High-quality casein interior painting with water compositions for prefabricated structures prepared for painting Dry paints for interior work 1011815 100 m2 of surface to be pasted m2 100 m2 100 m2 of surface to be pasted m2 0.261 -29.232 0.261 0.701 -78.512 100 m2 100 m2 of surface to be painted 0.08 108 surface 0.962 t -0.032 21.1 1010339 Water-dispersion acrylate paints VD-AK-111 light-yellow t 0.032 1011824 Drying oil for improved coloring (10% natural, 90% combined) t -0.001 1010233 E11-01-035-1 OU TERr 1.13 . MDS35 p.4.7 Primer PE-0211 Installation of coatings from parquet boards (appr. to laminate), including: 1. Laying of coatings. 2. Fastening. 22.1 1020259 Parquet boards, lined with parquet planks made of beech, elm wood m2 -18.372 22.2 supplier's account Laminate flooring CLASSEN Allegro Quick (wear class 31) m2 18.10 E11-01-040-1 OU TERr 1.13. МДС35 p.4.7 Installation of PVC skirting boards with KH-2 glue, including: 1. Cutting skirting boards. 2. Application of glue. 3. Installation of skirting boards. Skirting boards for floors made of plastic compound 21.2 21.3 21.4 22 23 23.1 1011753 23.2 at the supplier's expense Plastic skirting board 24 R69-9-1 Cleaning the premises from construction debris, including: 1. Raking debris into heaps. 2. Descent of garbage from the place of descent (if necessary). 3. Sweeping the floor, scraping the solution (if necessary). 25 A1-1-1 Manual loading of garbage t 100 m2 of cover 100 m of skirting boards 0.001 0.181 0.18 m -18.18 m 18.00 100 t of garbage t 0.01 1.00 26 A2-20 Transportation of goods by road 1- first class, taking into account idle run, overhead costs and estimated profit, excluding other costs and VAT. Transportation distance 20 km. t 1.00
TSN are used to determine estimated cost new facilities, reconstruction, technological re-equipment directly for the city of Moscow. Estimating TSN is similar to other programs and has the same methodology for calculating the amount of work in prices. How to read the estimate at the rates of TSN of Moscow?
The heading is filled in under the Contract:
In the vast majority of cases, the preparation of estimates is carried out by professionally trained specialists - the estimator. In turn, they actively use auxiliary specialized software systems. It is not surprising that the average person can have serious problems, since few people know how to read estimates correctly without having specialized knowledge in the field of budgeting.
For all the bulkiness and impressiveness of the document in question, it will not be difficult to parse the estimate, even without being an estimator. It is enough to follow a few rules and professional recommendations.
Kinds budget documentation
Answering so actual question- how to read a construction estimate, it is important to dwell in more detail on the main types of estimate documentation. Most often found:
Local estimate or local budget calculation . We are talking about one of the most common documents, the preparation of which is carried out at each facility, regardless of the work being carried out. Specialists focus on the great diversity and variability of these documents.
Key differences - the number of columns presented within one form:
Correctly read estimates based on the base-index method
The most common method of preparing estimate documentation in domestic realities is considered to be the basic index. The most obvious way to decipher the indicated estimate is on the example of 17 graphics. Often we are talking about a document with 11 columns, due to its simplicity and information content. It is not surprising that having dealt with the features and subtleties of 17 graphs, it will not be difficult to read the document with 11 graphs correctly.
So, we read the estimates correctly - we decipher the cap. There is nothing difficult in this. There are 2 "zones" here - "Agreed" and "Approve". The signature here is put exclusively by responsible persons (often we are talking about managers), the customer and the contractor. Then the exact date is given.
Then the name of the document, the name of the object, as well as its key characteristics and parameters obtained at the stage of budgeting are indicated - the wage fund, the cost of the object, labor intensity. Additionally, a calendar period is set for which prices are set.
The table header includes 17 columns:
To decipher the final chapter of the estimate (the indicated part of the document is often called the "tail"), no additional effort is required. Based on a bilateral agreement concluded between the contractor and the customer, it may include several lines, but often we are talking about the following points:
As for the rest of the varieties of local estimates, which are prepared taking into account the base-index method, they are used in the vast majority of projects. Pillars and design elements remain the same, in fact, as well as the calculated data. Reading the local resource estimate
In the segment of private housing construction, mainly the resource method is used. Often we are talking about the construction of small objects real estate, or in the case when the work is carried out by the side of a private investor or a specific individual. The contractor is a construction company or a small work team.
In principle, there are no general and standardized forms for budgeting. To decipher the estimates, one should take a closer look at the key elements and main aspects of the document in question.
By analogy with the option described and presented above, they also make up the heading of the local resource estimate. We are talking about the calculation of the base-index method. This document provides information on approval and approval between the parties, the customers of the main work and the contractor.
The table includes several estimated columns, the decoding and name of which can be deciphered in this way:
We read the object estimate
As part of the object estimate, there are similar components and elements as those presented in the local estimate described above. 
The header also presents several key points and aspects that it makes sense to dwell on in more detail. 
As for the final part of the object estimate, it is formed by analogy with the other options presented above. The decryption is easy to understand. We are talking about accounting for unforeseen expenses, expenses, VAT. Often these points are supplemented according to bilateral agreements. 
It is enough to adhere to the rules for decoding the estimates presented above. Even an inexperienced master can read the document.
