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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -17.79% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹18.9 L (17.3%)Admitted-Finance | -3.57% | ₹1.3 Cr+₹18.9 L (17.3%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹24.9 L (22.9%)Admitted-Finance | +1.00% | ₹1.3 Cr+₹24.9 L (22.9%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹26.1 L (23.9%)Admitted-Finance | +1.89% | ₹1.4 Cr+₹26.1 L (23.9%) | L4 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
12 Jun 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Rajouri
Construction of road from Suka Kass Hayatpura to Mawal Kala (Under NABARD RIDF XXXI)
2026_PWDJK_310607_2
NIT NO 18 Of 2026-27 Dated 21-05-2026
Open Tender
Civil Works
Percentage
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
Executive Engineer
₹2.9 L
17 Jun 2026
21 May 2026
13 Jun 2026
21 May 2026
12 Jun 2026
21 May 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) in average fixed classification as, 80% All kind of soil, 10% Soft Rock & 10% Hard rock (Required blasting ) including disposal of surplus, excavated earth as directed by engineer- in-charge at site for safe disposal of same without damaging private/public property and all required leads/lifts and carriage. (Complete job) | 11,708 | Cum | 257.83 | ₹30,18,673.64 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. | 399 | Cum | 221.35 | ₹88,318.65 |
| 3 | 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 | 215.65 | Cum | 256.85 | ₹55,389.7 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) | 23.74 | Cum | 4,826.5 | ₹1,14,581.11 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) @20% plum | 286.64 | Cum | 4,774.46 | ₹13,68,551.21 |
| 6 | Dry random rubble stone masonary using nallah stone without bond stone | 163.92 | Cum | 2,793.8 | ₹4,57,959.7 |
| 7 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete | 24.63 | Cum | 350 | ₹8,620.5 |
| 8 | Centring and shuttermg including strutting, propping etc. and removal of form work:- | - | - | - | - |
| 9 | Foundations, footings, bases of columns etc. for mass concrete. | 357.76 | Sqm | 286.35 | ₹1,02,444.58 |
| 10 | Retatning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc | 131.7 | Sqm | 628.95 | ₹82,832.72 |
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