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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 CrAccepted-AOC | ₹7.5 Cr | L1 | Accepted-AOC FINANCIAL BID ACCEPTED AT THE PRICE OF RS.75438565.415 |
| 2 | L2₹7.6 Cr+₹5.5 L (0.73%)Rejected-Finance 5 203A VINEET KHAND GOMTI NAGAR LUCKNOW UTTAR PRADESH 226 010 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹7.6 Cr+₹5.5 L (0.73%) | L2 | Rejected-Finance Rejected due to higher rate quoted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | G.S. EXPRESS PVT. LTD. L2 | M/S G.M. CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 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. (a) From 0.00 mt to 1.50 mt (DSR No. 2.8.1) | 3,579 | CUM | 190 ₹6,80,010 | 180.5 ₹6,46,009.5 Lowest |
| 2.00 | (b) 1.50mt to 3.0 mt (DSR No. 2.8.1+2.26.1) | 3,390 | CUM | 250 ₹8,47,500 Lowest | 266 ₹9,01,740 |
| 3.00 | (c) 3.00 mt to 4.5 mt (DSR No. 2.8.1+2.26.1*2) | 3,023 | CUM | 350 ₹10,58,050 Lowest | 356.25 ₹10,76,943.75 |
| 4.00 | (d) 4.5 mt to 6.0 mt (DSR No. 2.8.1+2.26.1*3) | 398 | CUM | 450 ₹1,79,100 | 441.75 ₹1,75,816.5 Lowest |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR No. 2.25) | 4,490 | CUM | 150 ₹6,73,500 | 133 ₹5,97,170 Lowest |
| 6.00 | Sifting of Earth excavated from site including loading, unloading and disposal upto 3 km (DSR No. 1.1.2) | 10,206 | CUM | 150 ₹15,30,900 Lowest | 150.1 ₹15,31,920.6 |
| 7.00 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m (DSR No. 2.16.3) | 872 | SQM | 150 ₹1,30,800 | 131.1 ₹1,14,319.2 Lowest |
| 8.00 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long Charge expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). (DSR No. 16.81) | 192 | RM | 2,000 ₹3,84,000 Lowest | 2,398.75 ₹4,60,560 |
| 9.00 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plaincement 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, toimprove 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum (DSR No. 4.20.1.1) | 351 | CUM | 6,200 ₹21,76,200 | 6,165.5 ₹21,64,090.5 Lowest |
| 10.00 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. (DSR No. 2.27) | 65 | CUM | 1,500 ₹97,500 | 1,477.25 ₹96,021.25 Lowest |
Tender Value
₹7.6 Cr
EMD Value
₹15.2 L
Closing Date
27 Jun 2026, 12:00 pmClosed
Superintending Engineer
0/0 Superintending Engineer Ayodhya/Ambedkarnagar Circle, P.W.D. Ayodhya
Construction of Basement 1 Underground Parking and Parking/Shops at Ground Floor on the Vacant Land Available Opposite Tehsil Nawabganj in District Barabanki.
2026_CEUFZ_1156995_1
NIT3647/(BARA)E-Tender/2026 Date 27-05-2026
Open Tender
Civil Works - Buildings
Item Rate
365 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹15.2 L
Yes
28 Jul 2026
6 Jun 2026
27 Jun 2026
6 Jun 2026
27 Jun 2026
6 Jun 2026
| 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. (a) From 0.00 mt to 1.50 mt (DSR No. 2.8.1) | - | CUM | 32 | - |
| 2 | (b) 1.50mt to 3.0 mt (DSR No. 2.8.1+2.26.1) | - | CUM | 33 | - |
| 3 | (c) 3.00 mt to 4.5 mt (DSR No. 2.8.1+2.26.1*2) | - | CUM | 34 | - |
| 4 | (d) 4.5 mt to 6.0 mt (DSR No. 2.8.1+2.26.1*3) | - | CUM | 35 | - |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR No. 2.25) | - | CUM | 36 | - |
| 6 | Sifting of Earth excavated from site including loading, unloading and disposal upto 3 km (DSR No. 1.1.2) | - | CUM | 37 | - |
| 7 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m (DSR No. 2.16.3) | - | SQM | 38 | - |
| 8 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long Charge expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin-(Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work). (DSR No. 16.81) | - | RM | 39 | - |
| 9 | Providing and laying in position ready mixed or site batched design mix cementconcrete for plaincement 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, toimprove 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 and finishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M10 grade with minimum cement content of 220 kg /cum (DSR No. 4.20.1.1) | - | CUM | 40 | - |
| 10 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. (DSR No. 2.27) | - | CUM | 41 | - |
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