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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.6 LAccepted-Finance | ₹18.6 L | 1 | Accepted-Finance L 1 |
| 2 | 2₹18.6 LRejected-Finance | ₹18.6 L | 2 | Rejected-Finance L 2 |
| 3 | 3₹19.2 LRejected-Finance 213 TAJOPUR PASCHIMPURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 UDYAM UP 55 0009322 | MAU | UTTAR PRADESH | 275101 | ₹19.2 L | 3 | Rejected-Finance L 3 |
Tender Value
₹25 L
EMD Value
₹2.5 L
Closing Date
28 Apr 2026, 12:00 pmClosed
ee pd pwd Gorakhpur
ee pd pwd Gorakhpur
Construction work of Shihapar 6 Aganbadi Kandra Boundray wall Sokpit Saftik Tank and Verious work in Gram Panchayet Shihapar in Block Sahjanwa in Distt Gorakhopur in FY 2025 26
2026_CEGKP_1139726_1
1043/5Lekha Date 06.04.2026
Open Tender
Civil Works
180 days
ee pd pwd Gorakhpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹2.5 L
13 May 2026
21 Apr 2026
28 Apr 2026
21 Apr 2026
28 Apr 2026
21 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Construction of Aganwadi Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. as per DSR 2.6.1 | ||||||
| 2Excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. As per DSR 2.3.1 | ||||||
| 3Providing 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). As per DSR 4.1.8 | ||||||
| 4Providing 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement Concrete of M25 grade with minimum cement content of 330 kg /cumAs per DSR 5.33.1 | ||||||
| 5Providing 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.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement Concrete of M30 grade with minimum cement content of 350 kg /cu As per DSR 5.33.2 | ||||||
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more As per DSR 5.22.A 6 | ||||||
| 7.01 | Centering and shuttering including strutting, propping etc. and removal of form for As per DSR 5.9
Suspended floors, roofs, landings, balconies and access platform as per DSR 5.9.3 | - | Sqm | - | - | BI01010001010000000000000515BI0100001127 |
| 7.02 | Shelves (Cast in situ) As per DSR 5.9.4 | - | Sqm | - | - | BI01010001010000000000000515BI0100001128 |
| 7.03 | Lintels, beams, plinth beams, girders, bressumers and cantilevers As per DSR 5.9.5 | - | Sqm | - | - | BI01010001010000000000000515BI0100001129 |
| 7.04 | Weather shed, Chajjas, corbels etc., including edges As per DSR 5.9.19 | - | Sqm | - | - | BI01010001010000000000000515BI0100001130 |
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