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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance N A | -0.75% | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹1.4 L (0.75%)Admitted-Finance | -0.01% | ₹1.9 Cr+₹1.4 L (0.75%) | L2 | Admitted-Finance |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
29 May 2026, 12:00 pmClosed
SE RED VARANASI
pandeypur varanasi
Vikas Khand Karanjakal ke parisar main aawasiya bhawan ka nirman karya
2026_REDUP_1147497_1
16/RED/2026-27/06-04-2026
Open Tender
Civil Works
Percentage
365 days
JAUNPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹3.9 L
27 Jun 2026
22 May 2026
29 May 2026
22 May 2026
29 May 2026
22 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 excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.In all kind of soil upto 1.5m depth_DSR_2.8.1 | 453.99 | cum | 181.75 | ₹82,512.68 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.In all kind of soil upto 1.5m to 3.0m. depth_DSR_2.8.1+ 2.26.1 | 19.78 | Cum | 270.29 | ₹5,346.34 |
| 3 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).From 0.00 mt to 1.50 mt_DSR_2.6.1 | - | CUM | 123.94 | - |
| 4 | Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30m (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. (100 fts) from the foundation trenches. (Rate is including Royality).1.50mt to 3.0 mt_DSR_2.6.1+ 2.26.1 | - | CUM | 212.48 | - |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. _DSR_2.25A | 207.33 | cum | 489.13 | ₹1,01,411.32 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete._DSR_2.27 | 27.53 | cum | 1,482.91 | ₹40,824.51 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)_DSR_4.1.8 | 57.45 | cum | 4,756.48 | ₹2,73,259.78 |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level_DSR_5.33 | 80.85 | cum | 6,636.69 | ₹5,36,576.39 |
| 9 | Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)_DSR_6.1.1 | 17.61 | CUM | 5,146.56 | ₹90,630.92 |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)_DSR_6.1.2 | 69.27 | cum | 4,980.09 | ₹3,44,970.83 |
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