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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 CrAccepted-Finance | ₹8.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹9.0 Cr+₹1.1 L (0.12%)Rejected-Finance | ₹9.0 Cr+₹1.1 L (0.12%) | L2 | Rejected-Finance L2 |
| 3 | L3₹9.8 Cr+₹85.0 L (9.49%)Rejected-Finance | ₹9.8 Cr+₹85.0 L (9.49%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical 2 8 RHB COLONY HANUMANGARH HANUMANGARH RAJASTHAN 335512 | HANUMANGARH | RAJASTHAN | 335512 | - | - | Rejected-Technical The firm did not submit shortfall documents as per tender condition |
| 5 | Rejected-Technical | - | - | Rejected-Technical The firm did not submit shortfall documents as per tender condition |
| Sl No | Description | Qty | Unit | Pawansut Infra Projects Pvt. Ltd. L1 | Shree Karni Traders L3 | CS CONSTRUCTION INDIA PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|
| 1.00PART-I (CONSTRUCTION OF 30.20 MTR SPAN MCBC OVER HUSSAINIWALA DCB AT 02 RD) and Construction of RCC R/Wall 3.5 M x 7.0 M (04 Nos at RD 02) | ||||||
| 1.01 | Excavation in trenches not exceeding 1.2 mtr width and 1.5 mtr depth in soil /soil mixed with boulders including dressing bottom and sides getting out and disposing all excavated material lead up to 6.00 mtr and lift up to 1.5 mtr. | 1,020.17 | Cum | 528 ₹5,38,649.76 | 511 ₹5,21,306.87 Lowest | 530 ₹5,40,690.1 |
| 1.02 | Add on item Srl 1.01 for extra depth of 1.5m or part thereof (Depth between 1.50 to 3.000 Mtr height) | 922.09 | Cum | 698 ₹6,43,618.82 | 551 ₹5,08,071.59 Lowest | 700 ₹6,45,463 |
| 1.03 | Add on item Srl 1.01 for extra depth of 1.5m or part thereof (Depth between 3.00 to 4.50 Mtr height) | 364.65 | Cum | 858 ₹3,12,869.7 | 811 ₹2,95,731.15 Lowest | 850 ₹3,09,952.5 |
| 1.04 | Add on item Srl 1.01 for extra depth of 1.5m or part thereof (Depth between 4.50 to 6.00 Mtr height) | 20.27 | Cum | 988 ₹20,026.76 | 911 ₹18,465.97 Lowest | 1,000 ₹20,270 |
| 1.05 | Plain cement concrete (1 Cement: 4 Sand : 8 Stone aggregate of size 4 cm graded downwards ) in foundation of elsewhere. (excluding the cost of centering/shuttering). | 149.07 | Cum | 5,888 ₹8,77,724.16 | 3,011 ₹4,48,849.77 Lowest | 5,900 ₹8,79,513 |
| 1.06 | Plain Cement concrete (1 Cement: 3 Sand: 6 Stone aggregate of size 4 cm graded downwards) in foundation of elsewhere. | 72.48 | Cum | 6,498 ₹4,70,975.04 | 5,511 ₹3,99,437.28 Lowest | 6,500 ₹4,71,120 |
| 1.07 | Plain cement concrete (1 Cement :2 Coarse sand :4 Stone aggregate of size 4 cm graded downwards) in foundation of elsewhere. (excluding cost of shuttering/centering) | 72.48 | Cum | 10,098 ₹7,31,903.04 | 11,011 ₹7,98,077.28 | 10,000 ₹7,24,800 Lowest |
| 1.08 | RCC M-20 nearly corresponding to nominal mix.(excluding the cost of reinforcement and Centering / Shuttering | 56.07 | Cum | 10,958 ₹6,14,415.06 | 11,011 ₹6,17,386.77 | 10,000 ₹5,60,700 Lowest |
| 1.09 | Random or polygonal rubble walling in cement mortar (1:3) brought to course 45 cm to 60 cm high. | 36.24 | Cum | 6,988 ₹2,53,245.12 | 6,511 ₹2,35,958.64 Lowest | 7,000 ₹2,53,680 |
Tender Value
₹7.4 Cr
EMD Value
₹7.0 L
Closing Date
27 Aug 2025, 12:00 pmClosed
Chief Engineer Project Chetak
HQ Chief Engineer Project Chetak, C/o 56 APO, Bikaner, PIN 334006
CONSTRUCTION OF 30.20 MTR SPAN MCBC OVER HUSSAINIWALA DCB AT 02 RD AND 60.45 MTR SPAN MCBC OVER KASUR NALLAH AT 25-26 RD UNDER 141 DMC/49 BRTF PROJECT CHETAK IN THE STATE OF PUNJAB
2025_BRO_723731_1
CE (P) CTK/09/2025-26
Open Tender
Civil Works
Works
730 days
As per tender documents
As per tender documents
8 documents required · 8 mandatory
₹0
₹7.0 L
Yes
HQ Chief Engineer Project Chetak, Bikaner
28 Mar 2026
31 Jul 2025
1 Sept 2025
1 Aug 2025
27 Aug 2025
6 Aug 2025
2 Aug 2025 - 4 Aug 2025
5 Aug 2025
Amount
PART-I (CONSTRUCTION OF 30.20 MTR SPAN MCBC OVER HUSSAINIWALA DCB AT 02 RD) and Construction of RCC R/Wall 3.5 M x 7.0 M (04 Nos at RD 02)
Excavation in trenches not exceeding 1.2 mtr width and 1.5 mtr depth in soil /soil mixed with boulders including dressing bottom and sides getting out and disposing all excavated material lead up to 6.00 mtr and lift up to 1.5 mtr.
Add on item Srl 1.01 for extra depth of 1.5m or part thereof (Depth between 1.50 to 3.000 Mtr height)
Add on item Srl 1.01 for extra depth of 1.5m or part thereof (Depth between 3.00 to 4.50 Mtr height)
Add on item Srl 1.01 for extra depth of 1.5m or part thereof (Depth between 4.50 to 6.00 Mtr height)
Plain cement concrete (1 Cement: 4 Sand : 8 Stone aggregate of size 4 cm graded downwards ) in foundation of elsewhere. (excluding the cost of centering/shuttering).
Plain Cement concrete (1 Cement: 3 Sand: 6 Stone aggregate of size 4 cm graded downwards) in foundation of elsewhere.
Plain cement concrete (1 Cement :2 Coarse sand :4 Stone aggregate of size 4 cm graded downwards) in foundation of elsewhere. (excluding cost of shuttering/centering)
RCC M-20 nearly corresponding to nominal mix.(excluding the cost of reinforcement and Centering / Shuttering
Random or polygonal rubble walling in cement mortar (1:3) brought to course 45 cm to 60 cm high.
Centering /shuttering (steel) including strutting propping and removal of formwork.
Laying reinforcement including cutting bending, binding, providing hooks etc bars upto 12 mm dia.
Laying reinforcement including cutting bending, binding. providing hooks etc bars above 12 mm dia.
Walling with brick work in CM 1:4 constructed with sub class A bricks of size 23 cms x 11.25 cms x 7.5 cms with English bond or Flemish bond in required
Providing and laying rubble stones including hand packing and filling interstices in aprons,revetments, pitching to any slope or profile to required thickness.
Painting (2 coats) with fire resisting approved paint to new or previously untreated surface of wood or iron posts including preparation of surface and application of priming coat.
RCC M-35 nearly corresponding to nominal mix,(excluding the cost of reinforcement and centering / shuttering
Providing/laying of weep holes of size 4"x4"x1 Mtr using PVC pipe 4" dia with PCC 1:4:8
Earth work in embankment including excavation of earth and filling with earth work free from roots etc spreading in layers not exceeding 30 cm including watering rolling & finishing to required slope and level not exceeding 1.5 m above the base in plain area and for approaches to bridge in ordinary soil excluding cost of soil.
Cost of Steel
Providing and laying of filter media with Geotextile filter fabric well packed behind retaining walls, breast walls, abutment/ wing walls of bridges or culverts.
Expansion Joint
Fixing of Drainage spout
PART-II (CONSTRUCTION OF 60.45 MTR SPAN MCBC OVER KASUR NALLAH AT 25-26 RD) and Construction of RCC R/Wall 3.5 M x 7.0 M (04 Nos at 25-26 RD)
Excavation in trenches not exceeding 1.2 mtr width and 1.5 mtr depth in soil /soil mixed with boulders including dressing bottom and sides getting out and disposing all excavated material lead up to 6.00 mtr and lift up to 1.5 mtr.
Add on item Srl 1.01 for extra depth of 1.5m or part thereof (Depth between 1.50 to 3.000 Mtr height)
Add on item Srl 1.01 for extra depth of 1.5m or part thereof (Depth between 3.00 to 4.50 Mtr height)
Add on item Srl 1.01 for extra depth of 1.5m or part thereof (Depth between 4.50 to 6.00 Mtr height)
Plain cement concrete (1 Cement: 4 Sand : 8 Stone aggregate of size 4 cm graded downwards ) in foundation of elsewhere. (excluding the cost of centering/shuttering).
Plain Cement concrete (1 Cement: 3 Sand: 6 Stone aggregate of size 4 cm graded downwards) in foundation of elsewhere.
Plain cement concrete (1 Cement :2 Coarse sand :4 Stone aggregate of size 4 cm graded downwards) in foundation of elsewhere. (excluding cost of shuttering/centering)
RCC M-20 nearly corresponding to nominal mix.(excluding the cost of reinforcement and Centering / Shuttering
Random or polygonal rubble walling in cement mortar (1:3) brought to course 45 cm to 60 cm high.
Centering /shuttering (steel) including strutting propping and removal of formwork.
Laying reinforcement including cutting bending, binding, providing hooks etc bars upto 12 mm dia.
Laying reinforcement including cutting bending, binding. providing hooks etc bars above 12 mm dia.
Walling with brick work in CM 1:4 constructed with sub class A bricks of size 23 cms x 11.25 cms x 7.5 cms with English bond or Flemish bond in required
Providing and laying rubble stones including hand packing and filling interstices in aprons,revetments, pitching to any slope or profile to required thickness.
Painting (2 coats) with fire resisting approved paint to new or previously untreated surface of wood or iron posts including preparation of surface and application of priming coat.
RCC M-35 nearly corresponding to nominal mix,(excluding the cost of reinforcement and centering / shuttering
Providing/laying of weep holes of size 4"x4"x1 Mtr using PVC pipe 4" dia with PCC 1:4:8
Earth work in embankment including excavation of earth and filling with earth work free from roots etc spreading in layers not exceeding 30 cm including watering rolling & finishing to required slope and level not exceeding 1.5 m above the base in plain area and for approaches to bridge in ordinary soil excluding cost of soil.
Cost of Steel
Providing and laying of filter media with Geotextile filter fabric well packed behind retaining walls, breast walls, abutment/ wing walls of bridges or culverts.
Expansion Joint
Fixing of Drainage spout
CS CONSTRUCTION INDIA PRIVATE LIMITED (BID ID -3396196)
Shree Karni Traders (BID ID -3407570)
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