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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | -27.99% | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
30 Apr 2026, 4:00 pmClosed
SUPERINTENDING ENGINEER PWD (RnB) CIRCLE RAJOURI
O/O SUPERINTENDING ENGINEER PWD(RnB)IRCLE RAJOURI
Construction of link road from Garhi Ground to Rana Bridge via Chapper Mohalla NSR. (under UT Capex Road Sector)
2026_PWDJK_307555_1
e-NIT No. 02 of 2026-27 Dated 08.04.2026
Open Tender
Civil Works
365 days
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
SUPERINTENDING ENGINEER PWD (RnB) CIRCLE RAJOURI
₹6.4 L
18 May 2026
9 Apr 2026
1 May 2026
9 Apr 2026
30 Apr 2026
9 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: (All kinds of soil 70%, ordinary rock 20% & hard rock by blasting 10%) | - | Cum | - | - | |
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | - | Cum | - | - | |
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil. | - | Cum | - | - | |
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - | |
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form for: | - | - | - | - | |
Foundations, footings, bases of columns etc. for mass concrete | - | Sqm | - | - |
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