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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC 0 8 | ₹1.1 Cr Quoted ₹94.2 L | L1 | Accepted-AOC Due to Lowest Bid Received L1 |
| 2 | L2₹94.2 LRejected-Finance HALDWANI NAINITAL | ₹94.2 L | L2 | Rejected-Finance Disqualified due to Rate Excess of L1 |
| Sl No | Description | Qty | Unit | M/S GHANSHYAM TEWARI L1 | Sanjay Pandey L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks cu.m
including lead, lift and disposal of surplus material as per direction of engineer - in -
charge | 280 | Cum | 381.5 ₹1.1 L | 381.8 ₹1.1 L |
| 2.00 | silt/Slip clearance (by manual means) of loose earth and other small loose materials including disposal as directed by the Engineer-in-charge. | 836 | Cum | 227 ₹1.9 L | 227.4 ₹1.9 L |
| 3.00 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs,saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or
auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not
exceeding 150 mm in thickness as per Technical Specification Clause 201 | 2.48 | Cum | 72,192 ₹1.8 L | 72,192.3 ₹1.8 L |
| 4.00 | Random rubble masonry In cement mortar (1:5) | 1,530 | Cum | 4,002 ₹61.2 L | 4,002.63 ₹61.2 L |
| 5.00 | RR Dry Stone masonry | 27 | Cum | 2,199 ₹59,373 | 2,199.3 ₹59,381.10 |
| 6.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, cu.m retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P
and royaltiies etc.(As per PWD Uttarakhand specifications) | 285 | Cum | 3,869 ₹11.0 L | 3,869.11 ₹11.0 L |
| 7.00 | HPSFilling | 47 | Cum | 1,014 ₹47,658 | 1,014.7 ₹47,690.90 |
| 8.00 | R.R.C. M20 | 29 | Cum | 8,340 ₹2.4 L | 8,340.68 ₹2.4 L |
| 9.00 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per
drawings and technical specifications Clauses 1000 and 1202 | 1.24 | MT | 87,320.5 ₹1.1 L | 87,320.84 ₹1.1 L |
| 10.00 | Cement Plaster 15 mm thick 1:4 | 1,478 | Sqm | 210 ₹3.1 L | 210.28 ₹3.1 L |
Tender Value
Refer Docs
EMD Value
₹2.3 L
Closing Date
3 Mar 2025, 5:00 pmClosed
Executive engineer Irrigation Division Ranikhet
Executive Engineer Irrigation division Ranikhet
Renovation work of Deghat Minor Under NABARD (XIII)
2025_IRDCE_80553_1
10/EE/2024-25
Open Tender
Civil Works - Canal
180 days
ranikhet
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer Irrigation Division Ranikhet
₹2.3 L
Ranikhet
13 Feb 2026
24 Feb 2025
4 Mar 2025
24 Feb 2025
3 Mar 2025
25 Feb 2025
25 Feb 2025
Amount
Excavation in foundation for retaining & breast walls in all types of soils and rocks cu.m including lead, lift and disposal of surplus material as per direction of engineer - in - charge
silt/Slip clearance (by manual means) of loose earth and other small loose materials including disposal as directed by the Engineer-in-charge.
Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs,saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
Random rubble masonry In cement mortar (1:5)
RR Dry Stone masonry
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, cu.m retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)
HPSFilling
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Cement Plaster 15 mm thick 1:4
Nominal mix C.C 1:3.6 (Hand mixing)
Coolie walling.
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS:280&IS:4826 in150mmx 150mm meshlaid withstone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 1-7-2 GI wire 8 gauge BWG
Sanjay Pandey (BID ID -363679)
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