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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹79.2 LAdmitted-Finance | -46.99% | ₹79.2 L | L1 | Admitted-Finance |
| 2 | L2₹79.4 LAdmitted-Finance | -46.86% | ₹79.4 L | L2 | Admitted-Finance |
| 3 | L3₹81.3 LAdmitted-Finance | -45.57% | ₹81.3 L | L3 | Admitted-Finance |
| 4 | L4₹82.2 LAdmitted-Finance | -44.99% | ₹82.2 L | L4 | Admitted-Finance |
| 5 | L5₹91.7 LAdmitted-Finance | -38.61% | ₹91.7 L | L5 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
15 Apr 2026, 6:00 pmClosed
Executive Engineer PWD (RandB) Division Nagrota
Executive Engineer PWD (RandB) Division Nagrota
Permanent Restoration of Road from Bamyal Deva Mai Road (Under Road Sector Capex Budget 2025-26) damaged due to heavy rains of August 2025.
2026_PWDJK_307247_5
Short e-NIT No. 01 of 2026-2027/Nagrota Dated 02-04-2026
Open Tender
Civil Works
120 days
Executive Engineer PWD (RandB) Division Nagrota
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD (RandB) Division Nagrota
₹3.0 L
Yes
22 Apr 2026
4 Apr 2026
16 Apr 2026
4 Apr 2026
15 Apr 2026
4 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 |
|---|---|---|---|---|---|
| 1Earth 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: | |||||
| 1.01 | All kinds of soil : | - | Cum | - | - |
| 1.02 | Ordinary Rock | - | Cum | - | - |
| 1.03 | Hard Rock (Blasting prohibited) | - | Cum | - | - |
| 2Filling 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. | |||||
| 3Providing 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) | |||||
| 4Providing 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) | |||||
| 5Providing 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) | |||||
| 6Providing 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) | |||||
| 7Steel 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. | |||||
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