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Bill of Quantities26 items · CPWD DSR Vol 1 + Vol 2 (2023)
| # | Code | Description | Unit | Qty | Rate (₹) | Amount (₹) |
|---|---|---|---|---|---|---|
| 1 | 2.8.1 | Canopy ExcavationEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. — All kinds of soil. | Cum | 31.10 | 260.30 | 8,095.33 |
| 2 | 4.1.8 | Canopy PccProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | Cum | 2.18 | 6,812.00 | 14,850.16 |
| 3 | 5.1.2 | Canopy Rcc FootingsProviding and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : — 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | Cum | 9.00 | 9,045.75 | 81,411.75 |
| 4 | 5.22.6 | Canopy Anchor BoltsSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 128.00 | 107.85 | 13,804.80 |
| 5 | 10.1.1 | Canopy Steel Structure[item not found: 10.1.1] | — | 3,256.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol1_2023:10.1.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 6 | 13.81 | Paint Canopy Steel[item not found: 13.81] | — | 81.40 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:13.81 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 7 | 12.1.2 | Canopy Roof Sheet[item not found: 12.1.2] | — | 302.40 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol1_2023:12.1.2 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 8 | 12.1.2 | Canopy Fascia Acm[item not found: 12.1.2] | — | 86.40 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol1_2023:12.1.2 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 9 | 5.3 | Dispenser Island RccReinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | Cum | 3.60 | 11,505.50 | 41,419.80 |
| 10 | 5.22.6 | Island SteelSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 360.00 | 107.85 | 38,826.00 |
| 11 | 2.9.2 | Ust Pit Excavation[item not found: 2.9.2] | — | 799.12 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol1_2023:2.9.2 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 12 | 4.1.8 | Ust Pit PccProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | Cum | 15.81 | 6,812.00 | 1,07,697.72 |
| 13 | 5.3 | Ust Pit Rcc WallsReinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | Cum | 92.10 | 11,505.50 | 10,59,656.55 |
| 14 | 5.3 | Ust Pit Rcc FloorReinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | Cum | 29.06 | 11,505.50 | 3,34,349.83 |
| 15 | 5.22.6 | Ust Pit SteelSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 9,692.67 | 107.85 | 10,45,354.46 |
| 16 | 2.8.1 | Office ExcavationEarth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. — All kinds of soil. | Cum | 10.80 | 260.30 | 2,811.24 |
| 17 | 4.1.8 | Office PccProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | Cum | 0.80 | 6,812.00 | 5,449.60 |
| 18 | 6.4.2 | Office Brick WallsBrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : — Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 13.80 | 9,105.95 | 1,25,662.11 |
| 19 | 5.3 | Office Rcc SlabReinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | Cum | 3.13 | 11,505.50 | 36,012.21 |
| 20 | 5.22.6 | Office SteelSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 419.25 | 107.85 | 45,216.11 |
| 21 | 13.1.2 | Office Plaster12 mm cement plaster of mix : — 1:6 (1 cement: 6 fine sand) | Sqm | 120.00 | 333.35 | 40,002.00 |
| 22 | 4.1.8 | Forecourt Pcc BedProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | Cum | 108.00 | 6,812.00 | 7,35,696.00 |
| 23 | 5.3 | Forecourt Rcc PavementReinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | Cum | 216.00 | 11,505.50 | 24,85,188.00 |
| 24 | 5.22.6 | Forecourt Pavement SteelSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12,960.00 | 107.85 | 13,97,736.00 |
| 25 | 6.4.2 | Boundary WallBrick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : — Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 40.99 | 9,105.95 | 3,73,252.89 |
| 26 | 10.1.1 | Signage Pole Ms[item not found: 10.1.1] | — | 200.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol1_2023:10.1.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| Your inputsCanopy length 24 m · Canopy width 12 m · Canopy clear height 5 m · dispenser units 4 · Underground storage tanks 3 USTs · Each UST capacity 20 kL · Office cabin length 5 m · Office cabin width 5 m · Forecourt overall length 36 m · Forecourt overall width 30 m · Boundary wall | TOTAL | ₹79,92,493 | ||||
12.8.1₹8,095
Canopy Excavation
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. — All kinds of soil.
24.1.8₹14,850
Canopy Pcc
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
35.1.2₹81,412
Canopy Rcc Footings
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : — 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
45.22.6₹13,805
Canopy Anchor Bolts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more.
510.1.1₹0
Canopy Steel Structure
[item not found: 10.1.1]
⚠ SOR item dsr_vol1_2023:10.1.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
613.81₹0
Paint Canopy Steel
[item not found: 13.81]
⚠ SOR item dsr_vol2_2023:13.81 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
712.1.2₹0
Canopy Roof Sheet
[item not found: 12.1.2]
⚠ SOR item dsr_vol1_2023:12.1.2 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
812.1.2₹0
Canopy Fascia Acm
[item not found: 12.1.2]
⚠ SOR item dsr_vol1_2023:12.1.2 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
95.3₹41,420
Dispenser Island Rcc
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
105.22.6₹38,826
Island Steel
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more.
112.9.2₹0
Ust Pit Excavation
[item not found: 2.9.2]
⚠ SOR item dsr_vol1_2023:2.9.2 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
124.1.8₹1,07,698
Ust Pit Pcc
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
135.3₹10,59,657
Ust Pit Rcc Walls
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
145.3₹3,34,350
Ust Pit Rcc Floor
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
155.22.6₹10,45,354
Ust Pit Steel
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more.
162.8.1₹2,811
Office Excavation
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. — All kinds of soil.
174.1.8₹5,450
Office Pcc
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
186.4.2₹1,25,662
Office Brick Walls
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : — Cement mortar 1:6 (1 cement : 6 coarse sand)
195.3₹36,012
Office Rcc Slab
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
205.22.6₹45,216
Office Steel
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more.
2113.1.2₹40,002
Office Plaster
12 mm cement plaster of mix : — 1:6 (1 cement: 6 fine sand)
224.1.8₹7,35,696
Forecourt Pcc Bed
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : — 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
235.3₹24,85,188
Forecourt Rcc Pavement
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
245.22.6₹13,97,736
Forecourt Pavement Steel
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. — Thermo-Mechanically Treated bars of grade Fe-500D or more.
256.4.2₹3,73,253
Boundary Wall
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : — Cement mortar 1:6 (1 cement : 6 coarse sand)
2610.1.1₹0
Signage Pole Ms
[item not found: 10.1.1]
⚠ SOR item dsr_vol1_2023:10.1.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
Canopy length 24 m · Canopy width 12 m · Canopy clear height 5 m · dispenser units 4 · Underground storage tanks 3 USTs · Each UST capacity 20 kL · Office cabin length 5 m · Office cabin width 5 m · Forecourt overall length 36 m · Forecourt overall width 30 m · Boundary wall
Estimated total
₹79,92,493
Notes & assumptions
- **Default 24 × 12 m canopy + 4 dispensers + 3 USTs + 5 × 5 m office on 36 × 30 m forecourt** matches a typical Tier-2 OMC outlet (8-12 KL/day throughput). Highway / heavy-duty outlets scale to 30 × 18 m canopy + 6 dispensers + 4 USTs.
- **Canopy clear height ≥ 4.5 m mandatory per OISD-117** to clear tank-truck height during refuelling + customer vehicles. 5.0 m default gives clearance for taller refrigerated trucks + electric truck-charging future.
- **Canopy structure** is steel I-section (ISMB 250-300) columns + welded plate trusses + GI / ACM cladding fascia + colour-coated profiled sheet roof + integral LED lighting. Pre-engineered options from OMC-approved vendors (Suvidha, Tecnar, etc.) typical for branding consistency.
- **Dispenser islands** are RCC raised platforms (5.0 × 1.2 × 0.3 m typical) housing MPD (Multi-Product Dispenser) units. 1 island = 2 dispensers (one on each side serving 2 nozzles each). Default 4 dispensers → 2 islands.
- **Underground Storage Tank (UST) pit** dimensions depend on tank capacity: 20 kL → ~7 × 5.5 × 4.5 m deep. Pit is RCC walls + floor (200 mm M30) with HDPE leak-detection membrane lining per OISD-117. Tank itself is GRP / steel + epoxy + cathodic protection (separately procured at ₹3.5-5 lakh per 20 kL).
- **RCC pavement 200 mm M30** with single-layer 12 mm bars @ 150 c/c bothways is the OMC standard for the forecourt — handles repeated tank-truck axle loads (10-15 t per axle) without rutting. PCC base 100 mm M15.
- **Cost target** for default petrol pump civil works (24 × 12 canopy + 4 dispensers + 3 × 20 kL UST pit + office + 36 × 30 forecourt + boundary): approximately **₹55-75 lakh** per CPWD DSR 2023 (civil + structural only, excluding equipment). State-PWD highway-rates run 10-15 % below DSR.
- **Excludes (equipment scope)**: USTs themselves (₹3.5-5L each for 20 kL GRP), MPD (Multi-Product Dispensers) ~₹6-9L each, suction + delivery + vent piping (₹3-5L), automation system + ATG (₹2-4L per UST), CCTV + access control (₹1-2L), POS + ERP (₹1-3L), customer toilet + air-vacuum + service bay (₹4-8L), advertising hoarding / sign tower (₹2-5L), site grading + drainage (₹2-4L), oil-water separator for forecourt drainage (₹1-2L). Total equipment scope typically equals or exceeds civil cost — full RFO setup is ₹1-1.5 Cr.
**Petrol Pump (Retail Fuel Outlet) civil works** is a specialised construction category — combining steel-framed canopy + RCC raised dispenser islands + Underground Storage Tank (UST) excavation pit + small office cabin + RCC pavement + boundary wall in a 30 × 30 to 60 × 40 m footprint. OMCs (IOC, BPCL, HPCL) have standardised approved designs that every new outlet follows (branding consistency + safety compliance). Per **OISD-117 + IS 800 + IS 456 + MoEF-CC siting norms**, the construction includes steel I-section canopy columns + trusses 4.5-5.0 m clear height, RCC islands 5 × 1.2 × 0.3 m, RCC pit 4-6 m deep for USTs (with HDPE leak-detection lining), 200 mm M30 RCC pavement over PCC base, 1.8 m boundary wall. This Builder generates civil + structural BOQ only — USTs, dispensers, automation, signage are separate equipment procurement.
Civil scope vs equipment scope — what this BOQ does + doesn't cover
**Civil scope (this Builder)**: canopy structure + footings + roof + cladding, dispenser islands, UST pit (excavation + RCC walls + floor + lining), office cabin shell, RCC pavement (forecourt), boundary wall + gates, drainage + plinth. Approx ₹55-75 lakh CPWD DSR for default config. **Equipment scope (NOT in this Builder)**: USTs themselves (GRP / steel-epoxy, ₹3.5-5L each), MPD dispensers (₹6-9L each from approved vendor list — Gilbarco, Tatsuno, Tokheim, Diesel Energie), suction + delivery + vent pipework + manifolds (₹3-5L), automation + ATG + remote monitoring (₹2-4L per UST), CCTV + access control (₹1-2L), POS + DBMS + ERP integration (₹1-3L), customer amenities (toilet, air-vacuum, service bay) (₹4-8L), advertising sign tower (₹2-5L), oil-water separator + interceptor for forecourt drainage (₹1-2L). **Total full-setup cost ₹1.1-1.5 Cr** for a typical Tier-2 outlet (excluding land + Dealer Selection Process + statutory NoCs).
OISD + statutory compliance for new outlets
Every new Retail Fuel Outlet in India requires compliance with: **OISD-117** (Petroleum Storage at Retail Pump Outlets) — specifies UST burial depth, separation distances, lining requirements, vent pipe heights, dispenser-to-UST piping; **OISD-138** (Inspection + Testing of UST) — pre-commissioning + 5-yearly hydrostatic testing; **MoEF-CC + State Pollution Control Board NoC** — siting distance from water bodies + residential + ecologically-sensitive areas (≥ 30 m from drinking-water sources, ≥ 100 m from notified ecologically-sensitive zone); **Local Municipal / PWD** approval for plan + drainage + traffic-impact + entry-exit; **Explosives Department / PESO License** under Petroleum Act 1934; **Fire NoC** from State Fire Department (mandatory ≥ 1.5 kL storage); **Environment Clearance (EC)** if total UST capacity > 30 kL (~3 nos 20 kL USTs).
Frequently asked questions
**Civil scope only (this Builder, CPWD DSR 2023)**: ₹55-75 lakh for default 24×12 m canopy + 4 dispensers + 3 USTs + office + 36×30 m forecourt + boundary wall. **Total project cost** including equipment: **₹1.1-1.5 Cr** for a typical Tier-2 outlet. **Land cost is separate + dominant** for highway / urban outlets (₹50L - 5Cr for the 30-50 cent / 0.3-0.5 acre minimum plot). Dealer Selection Process (DSP) + statutory NoCs + license fees add another ₹3-5 lakh. **OMC support**: IOC/BPCL/HPCL fund the brand-signage + dispenser unit cost in some Dealer Operated Company Owned (DOCO) outlets; pure Dealer Owned Dealer Operated (DODO) cover full investment ₹1.5-2 Cr including land in tier-2 city.
Disclaimer: Rates sourced from CPWD DSR Vol 1 + Vol 2 (2023). Indicative for estimation only — actual tender quotations are governed by market forces, locality factors and current input prices. Quantities follow IS 1200 measurement. Always verify with a local quote before finalising. © InfraLens — infralens.in