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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAdmitted-Finance 6 204 TIKONIYAN BELANGANJ AGRA | AGRA | AGRA | UTTAR PRADESH | ₹6.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.7 CrAdmitted-Finance KRISHNA COMPLEX JAIN COLLEGE ROAD SAHARANPUR UTTAR PRADESH PIN CODE 247001 | SAHARANPUR | SAHARANPUR | UTTAR PRADESH | 247001 | ₹6.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹7.8 CrAdmitted-Finance GIJROLI DY LIKELY RELATED TO THE WORK LOCATION MENTIONED SPECIFIC ADDRESS NOT PROVIDED FOR THE CONTRACTOR | DAMAN | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396210 | ₹7.8 Cr | L3 | Admitted-Finance |
| 4 | L4₹8.1 CrAdmitted-Finance H N 9 12 CHIRANJEEV VIHAR GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹8.1 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical C 65 RDC RAJNAGAR DISTRICT GHAZIABAD | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | - | - | Rejected-Technical non responsive |
| Sl No | Description | Qty | Unit | M/s B.B.Goyal L1 | MEGHENDRA PAL SINGH CONTRECTOR L3 | Durga Engineers and Earth Movers L2 | AJAY SHARMA L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in (Cutting) foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in charge up to a distance of 30M from the foundation trenches. Including all Cost of Material, Labour, T&P Etc Complete | 9,619 | Cum | 70 ₹6,73,330 | 180 ₹17,31,420 | 60.99 ₹5,86,662.81 Lowest | 100 ₹9,61,900 |
| 2.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 209 | Cum | 1,000 ₹2,09,000 | 3,500 ₹7,31,500 | 450 ₹94,050 Lowest | 1,300 ₹2,71,700 |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :P.C.C. M-15 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1,066 | Cum | 5,250 ₹55,96,500 Lowest | 5,500 ₹58,63,000 | 5,782 ₹61,63,612 | 6,700 ₹71,42,200 |
| 4.00 | Providing & laying R.C.C. M-20 with nominal mix in superstructure of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate of required grade and approved quality of sand of requisite F.M. ( washed and screened including necessary tools & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. | 284 | Cum | 6,300 ₹17,89,200 Lowest | 7,200 ₹20,44,800 | 8,000 ₹22,72,000 | 8,500 ₹24,14,000 |
| 5.00 | Providing & laying R.C.C. M-30 with nominal mix in superstructure of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate of required grade and approved quality of sand of requisite F.M. ( washed and screened including necessary tools & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. | 2,168 | Cum | 6,700 ₹1,45,25,600 Lowest | 7,800 ₹1,69,10,400 | 8,000 ₹1,73,44,000 | 10,000 ₹2,16,80,000 |
| 6.00 | Providing & laying R.C.C. M-35 with nominal mix in superstructure of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate of required grade and approved quality of sand of requisite F.M. ( washed and screened including necessary tools & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. | 164 | Cum | 6,800 ₹11,15,200 Lowest | 8,100 ₹13,28,400 | 8,500 ₹13,94,000 | 9,000 ₹14,76,000 |
| 7.00 | Providing Fe 500 reinforcement as per approved design, drawing, removal of rust, cutting, bending, including supplying annealed wire, placing M.S. rods in position complete job as per specifications and direction of E/I. | 133.37 | MT | 65,000 ₹86,69,050 Lowest | 76,000 ₹1,01,36,120 | 69,000 ₹92,02,530 | 76,000 ₹1,01,36,120 |
| 8.00 | Providing Shuttering for R.C.C. work with all cost of material, labour & T.& P. etc. complete. | 2,866 | Sqm | 500 ₹14,33,000 Lowest | 850 ₹24,36,100 | 601 ₹17,22,466 | 800 ₹22,92,800 |
| 9.00 | Providing and layingburried expansion joint,expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galavanised wieldable structural steel plate as per IS-2062, Placed symmetrical to centre line to the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as spacified in clause 2604) | 20 | RM | 7,000 ₹1,40,000 | 4,800 ₹96,000 | 4,000 ₹80,000 Lowest | 7,900 ₹1,58,000 |
| 10.00 | Supplying & fixing of 100mm dia Drainage Spouts complete as per drawing and Technical specificationwork. As per MoRTH Specifications 2705 Sr. No. 9.20 | 6 | No. | 100 ₹600 Lowest | 2,800 ₹16,800 | 100 ₹600 Lowest | 174 ₹1,044 |
Tender Value
₹9.2 Cr
EMD Value
₹18.3 L
Closing Date
24 Jul 2026, 3:00 pmClosed
Superintending Engineer Drainage Circle Ghaziabad
Drainage Circle Ghaziabad, Siddharthvihar Ghaziabad
Construction of Head Regulator at Km. 12.000 of Hindon Yamuna Doawab Bund in Sector-150 in District Gautambudhnagar
2026_UPIDC_1170052_2
03/SE/2026-27
Open Tender
Civil Works
Item Rate
365 days
Gautambudhnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹18.3 L
Yes
OFFICE OF SE DRAINGE CIRCLE, GHAZIYABAD
18 Aug 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in (Cutting) foundation in dry ordinary soil (loam clay or sand) including lift up to 1.5 meter and lead up to 30 meter and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by the Engineer-in charge up to a distance of 30M from the foundation trenches. Including all Cost of Material, Labour, T&P Etc Complete | 9,619 | Cum | - | - |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 209 | Cum | - | - |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :P.C.C. M-15 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1,066 | Cum | - | - |
| 4 | Providing & laying R.C.C. M-20 with nominal mix in superstructure of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate of required grade and approved quality of sand of requisite F.M. ( washed and screened including necessary tools & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. | 284 | Cum | - | - |
| 5 | Providing & laying R.C.C. M-30 with nominal mix in superstructure of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate of required grade and approved quality of sand of requisite F.M. ( washed and screened including necessary tools & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. | 2,168 | Cum | - | - |
| 6 | Providing & laying R.C.C. M-35 with nominal mix in superstructure of various components of canal or embankment structures with approved quality of 20 mm graded coarse aggregate of required grade and approved quality of sand of requisite F.M. ( washed and screened including necessary tools & plants, vibrating, curing royalty etc. excluding cost of form work as well as reinforcement, its cutting bending, binding & placing complete as per specification & direction of E/I. | 164 | Cum | - | - |
| 7 | Providing Fe 500 reinforcement as per approved design, drawing, removal of rust, cutting, bending, including supplying annealed wire, placing M.S. rods in position complete job as per specifications and direction of E/I. | 133.37 | MT | - | - |
| 8 | Providing Shuttering for R.C.C. work with all cost of material, labour & T.& P. etc. complete. | 2,866 | Sqm | - | - |
| 9 | Providing and layingburried expansion joint,expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galavanised wieldable structural steel plate as per IS-2062, Placed symmetrical to centre line to the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as spacified in clause 2604) | 20 | RM | - | - |
| 10 | Supplying & fixing of 100mm dia Drainage Spouts complete as per drawing and Technical specificationwork. As per MoRTH Specifications 2705 Sr. No. 9.20 | 6 | No. | - | - |
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