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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance H NO 122 AMBIKA VIHAR POONCH HOUSE TALAB TILLO JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | -47.95% | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹13.6 L (8.34%)Admitted-Finance | -43.61% | ₹1.8 Cr+₹13.6 L (8.34%) | L2 | Admitted-Finance |
| 3 | L3₹1.8 Cr+₹15.1 L (9.22%)Admitted-Finance | -43.15% | ₹1.8 Cr+₹15.1 L (9.22%) | L3 | Admitted-Finance |
| 4 | L4₹1.9 Cr+₹21.9 L (13.4%)Admitted-Finance | -40.99% | ₹1.9 Cr+₹21.9 L (13.4%) | L4 | Admitted-Finance |
| 5 | L5₹1.9 Cr+₹30.0 L (18.3%)Admitted-Finance | -38.40% | ₹1.9 Cr+₹30.0 L (18.3%) | L5 | Admitted-Finance |
Tender Value
₹3.1 Cr
EMD Value
₹6.3 L
Closing Date
5 Jun 2026, 4:00 pmClosed
SE Hyd Doda
SE Hyd Circle Doda
Construction of various FPWs at both banks of Neeru Nallah from HS to Buttla Bridge, Sehri brige to Dheraja, Dheraja to Gupth Ganga, Gupth Ganga to Sarolbagh, Sarolbagh to Chunna Bridge, Chunna Bridge to Senai Bridge and Nandoon Nallah, Mushev Nallah
2026_IFC_310416_1
eNIT 05 of 2026-27 dated 20.05.2026
Open Tender
Civil Works
Percentage
60 days
Bhaderwah
as per eNIT
2 documents required · 2 mandatory
₹1,000
SE Hydraulic Circle Doda
₹6.3 L
20 Jun 2026
20 May 2026
6 Jun 2026
21 May 2026
5 Jun 2026
21 May 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 bulk exavation by mechanical means (hydraulic excavator over areas (exceeding 30 CM in depth 1.5 M in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 M, left upto 1.5 M, as directed by engineer incharge. All kinds of soil. | 380 | Cum | 187.3 | ₹71,174 |
| 2 | Earth work in excavation by mannual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts , wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift up to 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil. | 977 | Cum | 576.45 | ₹5,63,191.65 |
| 3 | Earth work in excavation by mannual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm in plan) including disposal of excavated earth, lead up to 50 meters and lift up to 1.50 m, as directed by engineer in charge. All kinds of soil | 1,025 | Cum | 592.9 | ₹6,07,722.5 |
| 4 | Dry Random Rubble Masonry with hard stone in foundation and plinth ( without bond stone)Full Rate | 565 | Cum | 2,793.8 | ₹15,78,497 |
| 5 | Dry Random Rubble Masonary with hard stone in foundation and plinth (without bond stone) Lab Rate | 467 | Cum | 1,866.52 | ₹8,71,664.84 |
| 6 | 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 with. 1:2:4 (1 cement 2 coarse sand 4 graded stone 20 mm nominal size). Complete job including carriage of cement. | 1,222 | Cum | 6,591.25 | ₹80,54,507.5 |
| 7 | Hand packing stones in wire crates excluding cost of crates and stones. | 1,668 | Cum | 371.15 | ₹6,19,078.2 |
| 8 | Supply of stones (Masonary) | 1,417 | Cum | 700 | ₹9,91,900 |
| 9 | Extra for every additional lift of 1.5 mtr or part there of beyond 1.5 mtr height for hand packing of stones in wire crates | 315 | Cum | 81.4 | ₹25,641 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for foundation, footings , bases for columns. | 1,315 | Cum | 286.35 | ₹3,76,550.25 |
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