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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-Finance | ₹5.1 Cr | L1 | Accepted-Finance LOW RATE |
| 2 | L2₹5.1 CrRejected-Finance | ₹5.1 Cr | L2 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | M/S APARAJITA CONSTRUCTION L2 | Sudha Associates L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 7,940 | cum | 57.5 ₹4.6 L | 57 ₹4.5 L |
| 2.00 | 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. | 976 | cum | 6,734.5 ₹65.7 L | 6,734.5 ₹65.7 L |
| 3.00 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. | 2,040 | cum | 7,111.5 ₹1.5 Cr | 7,111 ₹1.5 Cr |
| 4.00 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 | 2,886 | cum | 4,223 ₹1.2 Cr | 4,220.5 ₹1.2 Cr |
| 5.00 | Providing and laying of 80mm thick rubber moulded reflective Zig-Zag shape inter locking tiles precost compressive strength in Gray and Red Colour over prepared base of GSB using local sand for levelling and joing filling i/c all cost of labour T&P etc. required for proper completion of work. | 12,950 | Sqm | 835 ₹1.1 Cr | 834.5 ₹1.1 Cr |
| 6.00 | 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. | 1,470 | cum | 131 ₹1.9 L | 130 ₹1.9 L |
| 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. | 196 | cum | 6,738 ₹13.2 L | 6,737 ₹13.2 L |
| 8.00 | RCC Grade M-20 using batching plant transit mixer & manual placing | 384 | cum | 8,818 ₹33.9 L | 8,818 ₹33.9 L |
| 9.00 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 24 | MT | 65,180 ₹15.6 L | 65,182 ₹15.6 L |
Tender Value
₹5.5 Cr
EMD Value
₹11 L
Closing Date
10 Feb 2026, 12:00 pmClosed
Superintending Engineer
S.E. Ballia Circle, P.W.D. Ballia
Interlocking work on both sides of the track of Narayanpur Surhatal Baghouta Road (ODR) (including 05 year maintenance cost)
2026_CEUAZ_1112498_1
369/NIVIDA(CD)-BALLIA CIRCLE/2025 Date- 21.01.2026
Open Tender
Civil Works
365 days
BALLIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,590
₹11 L
S.E. Ballia Circle, P.W.D. Ballia
17 Apr 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
10 Feb 2026
5 Feb 2026
6 Feb 2026
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.
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.
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
Providing and laying of 80mm thick rubber moulded reflective Zig-Zag shape inter locking tiles precost compressive strength in Gray and Red Colour over prepared base of GSB using local sand for levelling and joing filling i/c all cost of labour T&P etc. required for proper completion of work.
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.
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.
RCC Grade M-20 using batching plant transit mixer & manual placing
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
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