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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 CrAccepted-AOC | ₹5.8 Cr | L1 | Accepted-AOC L1 Letter No. 1933(S)WE Date-08.05.2026 |
| 2 | L2₹6.2 Cr+₹35.1 L (6.01%)Rejected-Finance MALANI TOWER JASPUR ROAD GUMLA | GUMLA | JHARKHAND | 835203 | ₹6.2 Cr+₹35.1 L (6.01%) | L2 | Rejected-Finance L2 Letter No. 1933(S)WE Date-08.05.2026 |
| 3 | L3₹6.5 Cr+₹67.4 L (11.5%)Rejected-Finance CHAK HARIHARVAN KHANUPUR JHUNSI PRAYAGRAJ | ₹6.5 Cr+₹67.4 L (11.5%) | L3 | Rejected-Finance L3 Letter No. 1933(S)WE Date-08.05.2026 |
| 4 | L4₹6.8 Cr+₹95.8 L (16.4%)Rejected-Finance | ₹6.8 Cr+₹95.8 L (16.4%) | L4 | Rejected-Finance L4 Letter No. 1933(S)WE Date-08.05.2026 |
| 5 | L5₹6.9 Cr+₹1.0 Cr (17.5%)Rejected-Finance | ₹6.9 Cr+₹1.0 Cr (17.5%) | L5 | Rejected-Finance L5 Letter No. 1933(S)WE Date-08.05.2026 |
| Sl No | Description | Qty | Unit | KUMAR AND ROY CONSTRUCTION L4 | Ms Gupteshwar Construction L7 | MINI CONSTRUCTION L6 | M/s Sharda Construction L3 | M/S JAGRITIJYOTI CONSTRUCTION PRIVATE LIMITED L2 | MANTASHA CONSTRUCTION L8 | M/S APEX INFRASTRUCTURES L5 | M/S CHHINMASTIKA CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. By Manual means using dozer , In area of light jungle | 0.38 | Hect. | 85,000 ₹32,300 | 88,500 ₹33,630 | 95,000 ₹36,100 | 500 ₹190 Lowest | 1,18,030 ₹44,851.4 | 45,000 ₹17,100 | 85,000 ₹32,300 | 25,000 ₹9,500 |
| 2.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means Depth upto 3 m | 3,621.49 | Cum. | 50 ₹1,81,074.5 Lowest | 57 ₹2,06,424.93 | 90 ₹3,25,934.1 | 500 ₹18,10,745 | 190.78 ₹6,90,907.86 | 350 ₹12,67,521.5 | 100 ₹3,62,149 | 210 ₹7,60,512.9 |
| 3.00 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Manual placing | 22.15 | Cum. | 5,100 ₹1,12,965 | 5,650 ₹1,25,147.5 | 5,500 ₹1,21,825 | 5,000 ₹1,10,750 | 4,235.35 ₹93,813 Lowest | 7,200 ₹1,59,480 | 5,500 ₹1,21,825 | 4,800 ₹1,06,320 |
| 4.00 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M30 RCC Grade M30 using batching plant & manual placing | 236.84 | Cum. | 6,500 ₹15,39,460 | 6,530 ₹15,46,565.2 | 7,000 ₹16,57,880 | 7,000 ₹16,57,880 | 5,896.14 ₹13,96,441.8 | 11,000 ₹26,05,240 | 2,000 ₹4,73,680 Lowest | 4,700 ₹11,13,148 |
| 5.00 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm | 156.64 | Mtr. | 10,000 ₹15,66,400 | 10,330 ₹16,18,091.2 | 7,500 ₹11,74,800 | 10,000 ₹15,66,400 | 8,758.79 ₹13,71,976.87 | 17,000 ₹26,62,880 | 2,000 ₹3,13,280 Lowest | 3,500 ₹5,48,240 |
| 6.00 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 103.67 | MT | 88,000 ₹91,23,224 | 88,320 ₹91,56,399.36 | 93,000 ₹96,41,589 | 80,000 ₹82,93,840 | 93,774.62 ₹97,21,896.18 | 72,000 ₹74,64,456 Lowest | 94,000 ₹97,45,262 | 78,000 ₹80,86,494 |
| 7.00 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. | 19.94 | MT | 95,000 ₹18,94,300 | 96,500 ₹19,24,210 | 1,10,000 ₹21,93,400 | 1,00,000 ₹19,94,000 | 1,02,547.47 ₹20,44,796.55 | 95,000 ₹18,94,300 | 45,000 ₹8,97,300 Lowest | 78,000 ₹15,55,320 |
| 8.00 | Carrying out the confirmatory boring for soil inestigation for foundation as per clause 2400 of MORTH specification | 30 | Mtr. | 2,000 ₹60,000 | 2,200 ₹66,000 | 2,200 ₹66,000 | 2,000 ₹60,000 | 750 ₹22,500 Lowest | 3,000 ₹90,000 | 3,000 ₹90,000 | 3,200 ₹96,000 |
| 9.00 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications,RCC Grade M30. Height upto 5m RCC Grade M30 using batching plant, transit mixer & concrete pump | 1,027.91 | Cum. | 6,900 ₹70,92,579 | 6,900 ₹70,92,579 | 7,000 ₹71,95,370 | 7,350 ₹75,55,138.5 | 5,312.04 ₹54,60,299.04 | 6,000 ₹61,67,460 | 7,300 ₹75,03,743 | 4,800 ₹49,33,968 Lowest |
| 10.00 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications | 118.58 | MT | 87,800 ₹1,04,11,411.8 | 89,000 ₹1,05,53,709 | 93,000 ₹1,10,28,033 | 80,000 ₹94,86,480 | 94,150.28 ₹1,11,64,434.35 | 72,000 ₹85,37,832 Lowest | 94,000 ₹1,11,46,614 | 78,000 ₹92,49,318 |
Tender Value
₹7.0 Cr
EMD Value
₹7.0 L
Closing Date
29 Dec 2025, 12:00 pmClosed
Executive Engineer, R.C.D., Road Division, Latehar
Executive Engineer, R.C.D., Road Division, Latehar
Construction of Bridge over Khapiya Nala at Chainage 27th Km. in Manika to Herhanj via Matlong Road
2025_CECOM_107420_1
RCD/LATEHAR/1044/2025-26 (1st Call)
Open Tender
Civil Works - Bridges
Item Rate
365 days
27th Km in Manika - Matlong - Herhanj Road
As per SBD
3 documents required · 3 mandatory
₹10,000
₹7.0 L
19 Jun 2026
8 Dec 2025
30 Dec 2025
8 Dec 2025
29 Dec 2025
8 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. By Manual means using dozer , In area of light jungle | 0.38 | Hect. | - | - |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means Depth upto 3 m | 3,621.49 | Cum. | - | - |
| 3 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Manual placing | 22.15 | Cum. | - | - |
| 4 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification RCC Grade M30 RCC Grade M30 using batching plant & manual placing | 236.84 | Cum. | - | - |
| 5 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1200 mm | 156.64 | Mtr. | - | - |
| 6 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 0.2 | MT | - | - |
| 7 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. | 19.94 | MT | - | - |
| 8 | Carrying out the confirmatory boring for soil inestigation for foundation as per clause 2400 of MORTH specification | 30 | Mtr. | - | - |
| 9 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications,RCC Grade M30. Height upto 5m RCC Grade M30 using batching plant, transit mixer & concrete pump | 1,027.91 | Cum. | - | - |
| 10 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications | 0.4 | MT | - | - |
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