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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.6 LAccepted-AOC 20421 STREET NO 9 AJIT ROAD BATHINDA | BATHINDA | BATHINDA | PUNJAB | L1 | Accepted-AOC L1 | |
| 2 | L2₹27.7 L+₹1.2 L (4.45%)Rejected-AOC VILLAGE HUSNAR GIDDARBAHA DISTT SRI MUKTSAR SAHIB 152101 | GIDDARBAHA | SRI MUKTSAR SAHIB | PUNJAB | 152101 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | B.S. ASSOCIATES L2 | GURMAIL SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of Old Bridge (RCC Main Slab) (CSR item no. 8.6-e) | 2.38 | cum | 1,787.17 ₹1,787.17 Lowest | 1,787.17 ₹1,787.17 Lowest |
| 2.00 | Dismantling brick work tile, masonry or tile lining (CSR item no. 8.5-b) | 7.91 | cum | 13,563.02 ₹13,563.02 Lowest | 14,639.75 ₹14,639.75 |
| 3.00 | 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 excavated surplus soil. (CSR item no. 21.1-B) | 277.61 | cum | 21,608.73 ₹21,608.73 Lowest | 23,680.8 ₹23,680.8 |
| 4.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (21.36 B) | 190.36 | cum | 3,80,347.68 ₹3,80,347.68 Lowest | 3,80,347.68 ₹3,80,347.68 Lowest |
| 5.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days M-10 (CSR item No. 21.4) | 17.73 | cum | 8,288.28 ₹8,288.28 Lowest | 8,288.28 ₹8,288.28 Lowest |
| 6.00 | Rehandling of E/work (CSR chapter 6 note no.2 ) | 277.61 | cum | 1,12,058.22 ₹1,12,058.22 | 1,08,096.88 ₹1,08,096.88 Lowest |
| 7.00 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days M-10 (CSR item No. 21.4) | 17.73 | cum | 7,04,303.7 ₹7,04,303.7 | 6,73,681.8 ₹6,73,681.8 Lowest |
| 8.00 | Plain/Reinforced cement concrete in open foundatio complete as per drawing and Technical Specifications RCC grade M 25 using Concrete Mixer including centering and shuttering. (CSR Item
No. 21.7-E/i) | 31.27 | cum | 52,314.21 ₹52,314.21 | 49,587.45 ₹49,587.45 Lowest |
| 9.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC grade M 25 height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-F/a/i) | 92.6 | cum | 78,060 ₹78,060 | 75,984 ₹75,984 Lowest |
| 10.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC grade M 30 height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-G/a/i) | 8.1 | cum | 46,914 ₹46,914 | 46,284 ₹46,284 Lowest |
Tender Value
₹21.2 L
EMD Value
₹42,360
Closing Date
26 Dec 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
XEN
Canal Colony gidderbaha
Estimate for construction of Head Regulator at RD 103577 of Kular Minor at Lmbi Disty
2025_WR_155331_5
9828
Open Tender
Civil Works
Item Wise
Sri Muktsar Sahib
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
Yes
₹42,360
Yes
23 Mar 2026
10 Dec 2025
26 Dec 2025
10 Dec 2025
26 Dec 2025
10 Dec 2025
Dismantling of Old Bridge (RCC Main Slab) (CSR item no. 8.6-e)
Dismantling brick work tile, masonry or tile lining (CSR item no. 8.5-b)
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 excavated surplus soil. (CSR item no. 21.1-B)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (21.36 B)
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days M-10 (CSR item No. 21.4)
Rehandling of E/work (CSR chapter 6 note no.2 )
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days M-10 (CSR item No. 21.4)
Plain/Reinforced cement concrete in open foundatio complete as per drawing and Technical Specifications RCC grade M 25 using Concrete Mixer including centering and shuttering. (CSR Item No. 21.7-E/i)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC grade M 25 height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-F/a/i)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC grade M 30 height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-G/a/i)
Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications RCC grade M 20 height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.7)
Furnishing and placing reinforcement / prestressed cement concrete RCC M-40 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer for railing including centering and shuttering. (CSR Item No. 22.1-E/a/i)
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications. (CSR item no. 21.33)
Providing and fixing 160 mm dia PVC pipe for service duct single socketed (working pressure 4 kgf / cm²) (CSR item no. 13.74-ii)
Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. (CSR item no: 16.17 )
Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface (CSR item No. 16.31 )
Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications (CSR Item No. 24.61 (b)]
Cautionary sign board 900x900x900mm triangular as per IRC 67 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
Mandatory sign board 900 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade complete as per technical clause 801 MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.
Dressing bed and preparation of sub grade for lining.
Dressing side slopes and preparation of sub grade for lining.
Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M- 15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
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