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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹2.1 L+₹5,048.78 (2.41%)Admitted-Finance 11 ANUPAM VIHAR ENGINEERS ENCLAVE GMS ROAD DEHRADUN UTTARAKHAND 248001 | DEHRADUN | UTTARAKHAND | 248001 | L2 | Admitted-Finance | ||
| 3 | L2₹2.1 L+₹5,048.78 (2.41%)Admitted-Finance | L2 | Admitted-Finance | ||
| 4 | L2₹2.1 L+₹5,048.78 (2.41%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹2.5 L
EMD Value
₹5,040
Closing Date
20 Aug 2026, 6:00 pmClosed
OFFICE OF EXECUTIVE ENGINEER REW JAMMU
OFFICE OF EXECUTIVE ENGINEER REW JAMMU
Construction of Community Compost Pit at Masyal Mear Pyt Ghar PYT Naryana Upper, CCP GPS NARYANI at Pyt Kotmaira Pahariwala Upper, Block KHOUR Under the Scheme SBM -G For the Year 2026 -27
2026_RDPR_319178_27
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
₹5,040
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 | 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, within a lead of 50 metres: All kind of soil | - | cum. | 479.3 | - |
| 2 | P/L in position Cement conc. 1 cement:5fine sand:10graded crushed stone agg. 40 mm excluding the cost of centring & shuttering all work upto plinth level. | - | cum. | 4,826.5 | - |
| 3 | 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 | - |
| 4 | Centring & shuttering including strutting, propping etc. and removal of the formwork. | - | sqm. | 286.35 | - |
| 5 | 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 incement mortar 1:4 (1 cement : 4 coarse sand)including curing complete | - | sqm. | 713.1 | - |
| 6 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) | - | cum. | 7,571.55 | - |
| 7 | 12mm Cement plaster of mix: (1 cement :4 fine sand) | - | sqm. | 283.8 | - |
| 8 | Carriage of constructed material OF SAND FOR avg. 05 KM by MT | - | cum. | 200.74 | - |
| 9 | Carriage of constructed material OF AGG. FOR avg. 05 KM by MT | - | cum. | 200.74 | - |
| 10 | Carriage of constructed material OF BRICKS FOR avg. 05 KM by MT | - | cum. | 535 | - |
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