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Tender Value
₹21.2 L
EMD Value
₹42,300
Closing Date
13 Oct 2026, 12:00 pm
EE RED HATHRAS
Vikash Bhawan Mathura Road Hathras
Construction of culvert at Km 1.95 of Rajwaha Gizrauli, Hathras in front of Radhaorchid
2026_REDUP_1185517_1
509/EE/RED/2026-27/DT 01.09.2026
Open Tender
Civil Works
Percentage
90 days
Construction of culvert at Km 1.95 of Rajwaha Gizr
Please refer Tender documents.
3 documents required · 3 mandatory
₹854
₹42,300
Yes
16 Sept 2026
16 Sept 2026
13 Oct 2026
16 Sept 2026
13 Oct 2026
16 Sept 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 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete all as per SI.No. 2.25 (a) | 75 | cum | 485.78 | ₹36,433.5 |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per SI.No. 2.8.1 | 88.2 | cum | 180.51 | ₹15,920.98 |
| 3 | 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per SI no. 4.1.8 | 27.36 | cum | 4,723.84 | ₹1,29,244.26 |
| 4 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) | 188 | cum | 5,111.24 | ₹9,60,913.12 |
| 5 | Providing and laying in position 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). 4.1.3 | 16.72 | cum | 5,463.41 | ₹91,370.07 |
| 6 | 12 mm thick cement plaster of mix 1:4 ( 1 cement & 4 course sand ) Outer Side as per IS 13.4.1 | 128 | sqm | 247.81 | ₹31,719.68 |
| 7 | 1:5:10 (1 cement: 5 fine sand derived from natural sources :10 graded stone aggregate 40 mm nominal size derived from natural sources) all as per DSR no 5.1.11. | 12 | cum | 4,292.27 | ₹51,507.24 |
| 8 | S/l of I shaped precast interlocking tiles of 80mm (compressive strength not less then 30Mpa and weight 4.50kg)mechanically compressed including 25 mm local sand base levelling and dressing of surface to required level and levl filling joints with local sand all campete work includind vat. cho-20 DSR No-16.68 | 160 | sqm | 890.48 | ₹1,42,476.8 |
| 9 | 5.3 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :5.3 1:1.5:3 (1 cement : 1.5coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 31.5 | cum | 7,978.59 | ₹2,51,325.59 |
| 10 | FORM WORK 5.9 Centering and shuttering including strutting, propping etc. and removal of form for 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 66 | Sqm | 666.62 | ₹43,996.92 |
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