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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Finance | -44.96% | ₹1.9 L | L1 | Admitted-Finance |
| 2 | L2₹1.9 LAdmitted-Finance | -44.86% | ₹1.9 L | L2 | Admitted-Finance |
| 3 | L3₹2.0 LAdmitted-Finance | -42.42% | ₹2.0 L | L3 | Admitted-Finance |
| 4 | L4₹2.5 LAdmitted-Finance | -27.99% | ₹2.5 L | L4 | Admitted-Finance |
| 5 | L5₹3.4 LAdmitted-Finance | -3.00% | ₹3.4 L | L5 | Admitted-Finance |
Tender Value
₹3.5 L
EMD Value
₹6,940
Closing Date
23 Apr 2026, 4:00 pmClosed
Executive Engineer PWD RandB Division R S Pura
Executive Engineer PWD RandB Division R S Pura
BOQ
2026_PWDJK_307909_2
Fresh Short e-NIT No. DRSP/04 of 2026-27 Dated 15-04-2026(3rd Call)
Open Tender
Civil Works
30 days
Bishnah
eNIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division R S Pura
₹6,940
R S Pura
30 Apr 2026
15 Apr 2026
24 Apr 2026
15 Apr 2026
23 Apr 2026
15 Apr 2026
18 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 manual means 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, in all kinds of soils. | |||||
| 2Supplying and filling of RBM by mechanical transport also including ramming and watering in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | |||||
| 3 | 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. | 8.39 | cum | - | - |
| 4 | Providing and laying in position cement concrete 1 cement :5 fine sand :10 graded crushed stone aggregates 20mm size excluding the cost of centring and shuttering- all works upto plinth level. | 8.39 | cum | - | - |
| 5 | Providing and laying in position cement concrete 1 cement:3 fine sand:6 graded crushed stone aggregates 20mm size excluding the cost of centring and shuttering- all works upto plinth level. | 11.34 | cum | - | - |
| 6Providing and laying in position 50mm thick cement concrete Flooring in 1 cement:2 fine sand:4 graded crushed stone aggregates 20mm size | |||||
| 7 | Providing and laying in position 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level | 3.53 | cum | - | - |
| 8Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 9Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | |||||
| 10Centring and shuttering including strutting, propping etc and removal of the formwork . | |||||
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