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Bill of Quantities12 items · CPWD DSR Vol 1 + Vol 2 (2023)
| # | Code | Description | Unit | Qty | Rate (₹) | Amount (₹) |
|---|---|---|---|---|---|---|
| 1 | 2.6.1 | Earthwork EmbankmentEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. — All kinds of soil | Cum | 6,500.00 | 177.50 | 11,53,750.00 |
| 2 | 16.78.1 | Gsb Grade I[item not found: 16.78.1] | — | 1,900.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:16.78.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 3 | 16.4 | Wmm BaseLaying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | Cum | 1,750.00 | 1,046.95 | 18,32,162.50 |
| 4 | 16.39 | Prime Coat[item not found: 16.39] | — | 7,000.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:16.39 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 5 | 16.54.1 | Dbm Binder[item not found: 16.54.1] | — | 525.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:16.54.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 6 | 16.40 | Tack Coat[item not found: 16.40] | — | 7,000.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:16.40 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 7 | 16.57.1 | Bc WearingProviding and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. — 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | Cum | 350.00 | 12,126.20 | 42,44,170.00 |
| 8 | 2.8.1 | Side Drain ExcavEarth 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 | 720.00 | 260.30 | 1,87,416.00 |
| 9 | 5.3 | Side Drain Rcc LiningReinforced 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 | 240.00 | 11,505.50 | 27,61,320.00 |
| 10 | 16.62 | Thermoplastic Marking[item not found: 16.62] | — | 4,000.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:16.62 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 11 | 16.59 | Road Signs[item not found: 16.59] | — | 6.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:16.59 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| 12 | 16.65 | Reflective Road Studs[item not found: 16.65] | — | 200.00 | 0.00 | 0.00 |
| ⚠ SOR item dsr_vol2_2023:16.65 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs | ||||||
| Your inputsRoad length 1 km · Carriageway width 7.0 m · Earthen shoulder each side 2 m · GSB thk 250 mm · WMM thk 250 mm · DBM binder thk 75 mm · BC wearing course 50 mm · Lined side drain both sides · Full markings · Signage + delineators · Reflective road studs | TOTAL | ₹1,01,78,819 | ||||
12.6.1₹11,53,750
Earthwork Embankment
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. — All kinds of soil
216.78.1₹0
Gsb Grade I
[item not found: 16.78.1]
⚠ SOR item dsr_vol2_2023:16.78.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
316.4₹18,32,163
Wmm Base
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
416.39₹0
Prime Coat
[item not found: 16.39]
⚠ SOR item dsr_vol2_2023:16.39 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
516.54.1₹0
Dbm Binder
[item not found: 16.54.1]
⚠ SOR item dsr_vol2_2023:16.54.1 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
616.40₹0
Tack Coat
[item not found: 16.40]
⚠ SOR item dsr_vol2_2023:16.40 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
716.57.1₹42,44,170
Bc Wearing
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. — 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
82.8.1₹1,87,416
Side Drain Excav
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.
95.3₹27,61,320
Side Drain Rcc Lining
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).
1016.62₹0
Thermoplastic Marking
[item not found: 16.62]
⚠ SOR item dsr_vol2_2023:16.62 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
1116.59₹0
Road Signs
[item not found: 16.59]
⚠ SOR item dsr_vol2_2023:16.59 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
1216.65₹0
Reflective Road Studs
[item not found: 16.65]
⚠ SOR item dsr_vol2_2023:16.65 not in private subset — regenerate via scripts/boq-import-sor-subset.mjs
Road length 1 km · Carriageway width 7.0 m · Earthen shoulder each side 2 m · GSB thk 250 mm · WMM thk 250 mm · DBM binder thk 75 mm · BC wearing course 50 mm · Lined side drain both sides · Full markings · Signage + delineators · Reflective road studs
Estimated total
₹1,01,78,819
Notes & assumptions
- **2-Lane Undivided** is the workhorse SH + many 2L-NH configuration. 7.0 m carriageway = one 3.5 m lane each direction, separated only by centre line painting (no median).
- **Pavement spec per IRC SP-73** (Manual for 2-laning of Highways): GSB 250 + WMM 250 + DBM 75 + BC 50 = ~625 mm total. Designed for 500-1500 cv/day traffic, 15-year design life.
- **Earthen shoulders** 1.5-2.0 m each side per IRC 86. For 7.0 m carriageway + 2.0 m shoulder = 11.0 m paved/shoulder width; +1.0 m berm each side = 13.0 m total formation width.
- **Side drains** at SH spec are typically lined (brick or RCC) — earthen drains erode under repeated high-velocity rainfall + need annual reshaping. Lining adds ~₹3-5L/km but extends maintenance interval from 2 years to 10+ years.
- **Markings** at 2-lane include: centre line (continuous yellow OR broken white 3-3 m per IRC 35), edge lines (continuous white both sides), lane separator (white broken at slow-fast zones). Total ~4 km of marking per 1 km road.
- **Road studs (cat's eyes)** at 5 m spacing along centre line — improves nighttime visibility, mandatory per IRC SP-72 for NH/SH 2-lane.
- **Cost target** for 7.0 m × 1 km with default spec: approximately **₹1.0-1.4 crore / km** per CPWD DSR 2023. State-PWD rates 10-15 % below DSR.
- **Excludes**: rock excavation in cutting + retaining walls in hill sections (significant for ghat-roads); cross-drainage works (culverts, minor bridges — separate BOQs); intersection geometry (junctions, roundabouts); land acquisition; utility shifting; toll plaza (if NH).
The **2-Lane Undivided Road** is the workhorse configuration of Indian State Highways + many 2-lane National Highway stretches — 7.0 m carriageway (3.5 m each direction, separated only by centre-line marking), 2.0 m earthen shoulders, lined side drains. Per **IRC 37 + IRC SP-73 + MoRTH 5th Revision**, the pavement is flexible bituminous: 250 mm GSB + 250 mm WMM + 75 mm DBM binder + 50 mm BC wearing course = ~625 mm total compacted thickness, designed for 500-1500 cv/day traffic with 15-year life. Cost per km ~₹1.0-1.4 crore per CPWD DSR 2023. This BOQ Builder generates the complete per-km cost including earthwork, all pavement layers, drainage, markings, signage, and road studs.
When does a 2-lane SH/NH need to become 4-lane?
**IRC SP-73 + MoRTH widening thresholds**: 2-lane undivided is adequate up to **~15,000 PCU/day** (Passenger Car Units, where 1 truck = 3 PCU, 1 bus = 2.2 PCU, 1 car = 1 PCU). Above this, congestion + accident rates rise sharply — Level-of-Service drops to E/F per IRC SP-73 nomenclature. **Trigger to 4-lane**: when 5-year traffic projection shows > 20,000 PCU/day. **Trigger to 6-lane**: > 80,000 PCU/day. Most NH-2L stretches that started < 5,000 PCU/day in 2010 are now hitting widening triggers, hence the massive 2L-to-4L upgrade programme under Bharatmala. Switching from 2-lane to 4-lane is NOT just adding 2 more lanes — it requires divided carriageway (median), new paved shoulders, often new alignment for grade-separated junctions. Use the [4-Lane Divided Highway](/boq/4lane-divided-highway) template for that scope.
Per-km cost benchmarks (2026)
**CPWD DSR 2023 basis** for 7.0 m × 1 km 2-lane undivided with full pavement spec + lined drains + markings + signs + road studs: **₹1.0-1.4 crore / km**. **State PWD rates**: Maharashtra MJP ₹95L-1.2Cr; Karnataka PWD ₹1.0-1.3Cr; Tamil Nadu Highways ₹1.1-1.4Cr; AP RDC ₹85L-1.1Cr; Rajasthan PWD ₹85L-1.1Cr. **NHAI rates** for 2-lane NH: ₹1.2-1.6Cr/km (higher due to better pavement testing + 3rd-party quality audit + lane studs + cat's eyes). For hill / heavy-cutting sections, ALL of above can double or triple due to rock excavation + retaining walls + cross-drainage.
Frequently asked questions
**CPWD DSR 2023**: ₹1.0-1.4 Cr/km for default 7.0 m × full pavement + drains + markings + signs. **State PWD market rates** for tender awards: ₹90L-1.4Cr/km depending on state + terrain. **NHAI 2-lane NH**: ₹1.2-1.6Cr/km. Add 30-60 % for hill/cutting sections, 100-200 % for rock-fill embankments + bridges + tunnels.
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