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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.6 LAccepted-Finance MUGALGARHI MAJRA FULRAI TEHSEEL SIKANDRARAO HATHRAS | L1 | Accepted-Finance Quoted Amount is Lowest. Bidder is L1 | |
| 2 | L2₹97.6 L+₹2.1 L (2.16%)Rejected-Finance | L2 | Rejected-Finance Quoted Amount is not Lowest. Bidder is L2 | |
| 3 | L3₹1.0 Cr+₹5.9 L (6.22%)Rejected-Finance | L3 | Rejected-Finance Quoted Amount is not Lowest. Bidder is L3 | |
| 4 | Rejected-Technical 72D 2A 1 ALLAHABAD SHASHI PRAKASH SINGHREKHA SINGH 72D 2A 1 CHANDPUR SALORI 211004 PRAYAGRAJ UTTAR PRADESH 211004 INDIA | PRAYAGRAJ | UTTAR PRADESH | 211004 | - | Rejected-Technical Non Responive IDT3 submitted but in favour of Jal Nigam and not as per standard format 17 points | |
| 5 | Rejected-Technical | - | Rejected-Technical Non Responsive-Due to different name in different type of documents |
| Sl No | Description | Qty | Unit | SHIV SUNDER CONSTRUCTION & CONSULTANTS PVT LTD L2 | PUSHPENDRA ENTERPRISES L3 | Anil Kumar L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 1km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 223.29 | Cum | 120 ₹26,794.8 | 115.38 ₹25,763.2 Lowest | 118.75 ₹26,515.69 |
| 2.00 | Jungle clearance of IH compound including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 20,000 | Sq m | 5 ₹1,00,000 | 4.61 ₹92,200 Lowest | 4.75 ₹95,000 |
| 3.00 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loan clay or sand) including lift upto 1.5 m and lead of 50m with dressing of sides and ramming of bottom sand, disposal of surplus excavated earth including cost of all Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 134.14 | Cum | 85 ₹11,401.9 | 79.38 ₹10,648.03 Lowest | 81.7 ₹10,959.24 |
| 4.00 | Providing and laying of cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 40 mm nominal size) including cost of mixing, placing and with curing for proper completion of work in foundation and floors. | 7.95 | Cum | 5,200 ₹41,340 Lowest | 5,280.77 ₹41,982.12 | 5,434.67 ₹43,205.63 |
| 5.00 | Making drain along Apron including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 68.65 | RM | 1,230 ₹84,439.5 | 1,140.12 ₹78,269.24 Lowest | 1,173.25 ₹80,543.61 |
| 6.00 | Providing and injecting chemical for pre-constructional anti-termite treatment and creating chemical barrier under and around the colourn pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding of pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S 6313(part 111981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor of Chlordane will be used. The rate of application of chemical emulsion Treatment for masonry and foundation 5 liters per Sq.M. including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 256.43 | Sq m | 100 ₹25,643 Lowest | 119.09 ₹30,538.25 | 122.55 ₹31,425.5 |
| 7.00 | Providing and laying in position machanical mixed of 1:1.5:3 ( 1 cement, 1.5 course sand and 3 aggregate) concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. | 77.63 | Cum | 7,500 ₹5,82,225 | 7,284.27 ₹5,65,477.88 Lowest | 7,496.45 ₹5,81,949.41 |
| 8.00 | Class M-150 brick work in 1:4 cement and coarse sand of 1.25 fineness modulus mortar in foundation and plinth super-structure above plinth level including supply of all materials, labour and tools and plants etc. required for proper completion of the work. | 207.05 | Cum | 6,000 ₹12,42,300 | 5,700 ₹11,80,185 Lowest | 5,907.1 ₹12,23,065.06 |
| 9.00 | Providing and laying of damp proof coarse 25 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand :4 graded stone aggregates 12.5 mm nominal size) and curing complete including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 33.98 | Sq m | 280 ₹9,514.4 | 258.46 ₹8,782.47 Lowest | 266 ₹9,038.68 |
| 10.00 | Providing and applying a coat of residual bitumen of grade of VG- 10 of approved quality using 1.7 kg/sqm on DPC after cleaning the surface with brushes and finally with a piece of cloth lightly soacked in kerosene oil including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 33.98 | Sq m | 90 ₹3,058.2 | 86.12 ₹2,926.36 Lowest | 88.64 ₹3,011.99 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
27 May 2026, 3:00 pmClosed
Superintending Engineer
Office of The Superintending Engineer 2nd Circle Irrigation Works Kanpur.
Janpad Fatehpur ke antargat Koda nirikshan bhawan ka nirman karya
2026_UPIDC_1150663_1
09/S.E.-II/2026-27
Open Tender
Civil Works - Buildings
Item Wise
270 days
District Fathepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,800
₹2.2 L
Kanpur
31 Jul 2026
20 May 2026
27 May 2026
20 May 2026
27 May 2026
20 May 2026
21 May 2026
| 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 1km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 223.29 | Cum | - | - |
| 2 | Jungle clearance of IH compound including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 20,000 | Sq m | - | - |
| 3 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loan clay or sand) including lift upto 1.5 m and lead of 50m with dressing of sides and ramming of bottom sand, disposal of surplus excavated earth including cost of all Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 134.14 | Cum | - | - |
| 4 | Providing and laying of cement concrete 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 40 mm nominal size) including cost of mixing, placing and with curing for proper completion of work in foundation and floors. | 7.95 | Cum | - | - |
| 5 | Making drain along Apron including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 68.65 | RM | - | - |
| 6 | Providing and injecting chemical for pre-constructional anti-termite treatment and creating chemical barrier under and around the colourn pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding of pipes and conduit etc. complete (plinth area of the building at ground floor only shall be measured as per I.S 6313(part 111981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor of Chlordane will be used. The rate of application of chemical emulsion Treatment for masonry and foundation 5 liters per Sq.M. including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 256.43 | Sq m | - | - |
| 7 | Providing and laying in position machanical mixed of 1:1.5:3 ( 1 cement, 1.5 course sand and 3 aggregate) concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. | 77.63 | Cum | - | - |
| 8 | Class M-150 brick work in 1:4 cement and coarse sand of 1.25 fineness modulus mortar in foundation and plinth super-structure above plinth level including supply of all materials, labour and tools and plants etc. required for proper completion of the work. | 207.05 | Cum | - | - |
| 9 | Providing and laying of damp proof coarse 25 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand :4 graded stone aggregates 12.5 mm nominal size) and curing complete including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 33.98 | Sq m | - | - |
| 10 | Providing and applying a coat of residual bitumen of grade of VG- 10 of approved quality using 1.7 kg/sqm on DPC after cleaning the surface with brushes and finally with a piece of cloth lightly soacked in kerosene oil including cost of all material, Labour, T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge. | 33.98 | Sq m | - | - |
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