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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-Finance | ₹2.4 Cr | L1 | Accepted-Finance Responsive |
| 2 | L2₹2.5 Cr+₹9.6 L (3.98%)Accepted-Finance | ₹2.5 Cr+₹9.6 L (3.98%) | L2 | Accepted-Finance Responsive |
| 3 | L3₹2.5 Cr+₹9.7 L (4.00%)Accepted-Finance | ₹2.5 Cr+₹9.7 L (4.00%) | L3 | Accepted-Finance Responsive |
| Sl No | Description | Qty | Unit | M/s K & J Enterprises L2 | Ms Hitum Jore L3 | BIKA NGUCHO L1 |
|---|---|---|---|---|---|---|
| 1.00RCC Slab Culvert | ||||||
| 1.01 | Excavation for Structures (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.)
'Ordinary soil
'Manual Means
'upto 3m depth (without de-watering) | 3,209.02 | Cum | 248 ₹7,95,837.95 | 249 ₹7,99,046.98 | 238 ₹7,63,747.71 Lowest |
| 1.02 | PCC 1:3:6 in Foundation (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.) | 134.76 | Cum | 9,814 ₹13,22,515.01 | 9,815 ₹13,22,649.77 | 9,441 ₹12,72,250.28 Lowest |
| 1.03 | Stone Masonry Work in Cement Mortar 1:3 for Substructure complete as per Drawing and Technical Specifications.
B Courced Rubble Masonry | 1,550.8 | Cum | 9,899 ₹1,53,51,329.6 | 9,899 ₹1,53,51,329.6 | 9,521 ₹1,47,65,128.72 Lowest |
| 1.04 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
B. RCC Grade M25
Case I. Using Concrete Mixer
(i) For solid slab super-structure, 20-30% of (a+b+c)
q. Height upto 5m | 74.31 | Cum | 14,422 ₹10,71,669.98 | 14,423 ₹10,71,744.28 | 13,873 ₹10,30,874.88 Lowest |
| 1.05 | a) Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications | 16.3 | MT | 1,23,059 ₹20,06,107.82 | 1,23,060 ₹20,06,124.12 | 1,18,371 ₹19,29,684.04 Lowest |
| 1.06 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A Granular material | 615.36 | Cum | 3,528 ₹21,70,975.97 | 3,529 ₹21,71,591.32 | 3,393 ₹20,87,902.91 Lowest |
| 1.07 | Providing & fixing weep holes in head wall, return wall, wing wall and retaining wall complete as per drawings and Technical Specifications Clause 2706. | 468 | Nos | 240 ₹1,12,320 | 241 ₹1,12,788 | 230 ₹1,07,640 Lowest |
| 2.00Drain | ||||||
| 2.01 | 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 materials
Ordinary soil
Manual Means
upto 3m depth (without de-watering) | 180 | Cum | 248 ₹44,640 | 249 ₹44,820 | 238 ₹42,840 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
13 Mar 2026, 9:00 amClosed
Executive Engineer
O/o the Executive Engineer, PWD, Basar Division.
Construction of multiple culverts and drain with slab cover at Basar under Leparada District
2026_PWDAP_3025_1
BD/Bldg/2025-26/02
Open Tender
Civil Works
Item Rate
365 days
Leparada District
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
EE PWD Basar Division
₹2.5 L
08/03/2026
13 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
8 Mar 2026
RCC Slab Culvert
Excavation for Structures (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.) 'Ordinary soil 'Manual Means 'upto 3m depth (without de-watering)
PCC 1:3:6 in Foundation (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.)
Stone Masonry Work in Cement Mortar 1:3 for Substructure complete as per Drawing and Technical Specifications. B Courced Rubble Masonry
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification B. RCC Grade M25 Case I. Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) q. Height upto 5m
a) Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material
Providing & fixing weep holes in head wall, return wall, wing wall and retaining wall complete as per drawings and Technical Specifications Clause 2706.
Drain
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 materials Ordinary soil Manual Means upto 3m depth (without de-watering)
PCC 1:3:6 in Foundation (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.)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications E RCC Grade M20 (p) Height upto 5m Case I Using concrete Mixer
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
Drain Cover
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification B. RCC Grade M20 Case I. Using Concrete Mixer (i) For solid slab super-structure, 20-30% of (a+b+c) q. Height upto 5m
a) Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
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