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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹90,068.24Admitted-Finance 11 ANUPAM VIHAR ENGINEERS ENCLAVE GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | L1 | Admitted-Finance | ||
| 2 | L1₹90,068.24Admitted-Finance | L1 | Admitted-Finance |
Tender Value
₹1.1 L
EMD Value
₹2,100
Closing Date
20 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER REW JAMMU
OFFICE OF EXECUTIVE ENGINEER REW JAMMU
Const of Community Soakage Pits at Pyt Sainth Pyt Sainth, CSP Pyt Pahariwala Pahariwala Lower, CSP W NO4 Village Dohal Pyt Mattoo Pyt Mattoo, Block Khour Under the SBMG Plan For the year 2026-27
2026_RDPR_319178_28
e-NIT No. 373 REW J of 2026-27 dated 03-08-2026
Open Tender
Civil Works - Others
Item Rate
JAMMU
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
MH0515
₹2,100
29 Aug 2026
4 Aug 2026
21 Aug 2026
4 Aug 2026
20 Aug 2026
4 Aug 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 | Labour engaged for site clearance(To be paid as per actual) | 3 | day | 553 | ₹1,659 |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : | 26.04 | cum | 187.3 | ₹4,877.29 |
| 3 | Earth 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:1 meter from cutting edge for all kinds of soils | - | cum | 479.3 | - |
| 4 | 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 with1:5:10 (1 cement : 5 coarse sand : 10 Graded stone aggregate 40 mm nominal size) | - | cum | 4,826.5 | - |
| 5 | P/L in position Cement conc. 1 cement:3fine sand:6graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level. | - | cum | 5,733.6 | - |
| 6 | Honey-comb brick work 10/11.4 cm thick with common burnt clay (non-modular) bricks of class designation 75 in superstructure above plinth level upto floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including curing complete | - | sqm | 713.6 | - |
| 7 | 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 level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | 9,395.7 | - |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level | 120 | kg | 123.2 | ₹14,784 |
| 9 | Filling of brick beta in pit | - | cum | 550 | - |
| 10 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion.110 mm diametre | - | RM | 366.3 | - |
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