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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.4 LAdmitted-Finance | -42.88% | ₹11.4 L | L1 | Admitted-Finance |
| 2 | L2₹11.4 LAdmitted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | -42.87% | ₹11.4 L | L2 | Admitted-Finance |
| 3 | L3₹11.7 LAdmitted-Finance | -41.26% | ₹11.7 L | L3 | Admitted-Finance |
| 4 | L4₹12.2 LAdmitted-Finance | -38.95% | ₹12.2 L | L4 | Admitted-Finance |
| 5 | L5₹12.5 LAdmitted-Finance | -37.33% | ₹12.5 L | L5 | Admitted-Finance |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
15 Apr 2026, 4:00 pmClosed
Executive Engineer PWD RandB Division R S Pura
Executive Engineer PWD RandB Division R S Pura
BOQ
2026_PWDJK_306890_2
Short e-NIT No. DRSP/156 of 2025-26 Dated 28-03-2026
Open Tender
Civil Works
180 days
Shibu Chak
eNIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division R S Pura
₹40,000
R S Pura
22 Apr 2026
28 Mar 2026
16 Apr 2026
28 Mar 2026
15 Apr 2026
28 Mar 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | |||||
| 2Reinforced 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) | |||||
| 3Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete | |||||
| 4Earth 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 : | |||||
| 5Providing 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). | |||||
| 6Providing 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). | |||||
| 7Centring and shuttering including strutting, propping etc and removal of form work for.- | |||||
| 7.1 | Foundations footings. bases of columns | - | sqm | - | - |
| 8Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | |||||
| 9Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide bank etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil | |||||
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