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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹1.7 CrAccepted-Finance 0 8 | ₹1.7 Cr | L 1 | Accepted-Finance ok |
| 2 | L 2₹1.7 CrAccepted-Finance HALDWANI NAINITAL | ₹1.7 Cr | L 2 | Accepted-Finance ok |
| Sl No | Description | Qty | Unit | M/S GHANSHYAM TEWARI L1 | Sanjay Pandey L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 390.82 | Cum | 415 ₹1.6 L | 415.9 ₹1.6 L |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. 1:1.5:3 | 1,010.89 | Cum | 7,845 ₹79.3 L | 7,845.71 ₹79.3 L |
| 3.00 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. | 99.19 | TONNE | 69,500 ₹68.9 L | 69,702.47 ₹69.1 L |
| 4.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc | 94.58 | Cum | 4,060 ₹3.8 L | 4,067.98 ₹3.8 L |
| 5.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete | 54 | Cum | 1,055 ₹56,970 | 1,058.4 ₹57,153.60 |
| 6.00 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 100 | Hrs | 245 ₹24,500 | 249.4 ₹24,940 |
| 7.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal Mix 1:3:6 (Hand Mixed). | 127.29 | CUM | 6,650 ₹8.5 L | 6,656.9 ₹8.5 L |
| 8.00 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706. | 96.5 | RMT | 2,440 ₹2.4 L | 2,444.5 ₹2.4 L |
| 9.00 | Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work. | 120 | BAGS | 16.5 ₹1,980 | 16.7 ₹2,004 |
| 10.00 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary rock (not requiring blasting) Upto 3 m depth | 586.24 | CUM | 515 ₹3.0 L | 519.9 ₹3.0 L |
Tender Value
Refer Docs
EMD Value
₹4 L
Closing Date
14 May 2026, 1:00 pmClosed
S.E I.W.C ALMORA
CANAL COLONY LOWER MALL ROAD ALMORA
Construction Of Mini Barrage (Weir) at Govindpur, Daulaghat, Block Hawalbag Almora (Under Honorable C.M. Announcement No 281/2024)
2026_IRDCE_94284_1
01/SE/2026-27
Open Tender
Civil Works - Others
547 days
GOVINDPUR DAULAGHAT BLOCK HAWALBAG DISTT ALMORA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID ALMORA
₹4 L
OFFICE S.E I.W.C ALMORA
1 Jun 2026
16 Apr 2026
14 May 2026
17 Apr 2026
14 May 2026
17 Apr 2026
29 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | - | Cum | - | - |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. 1:1.5:3 | - | Cum | - | - |
| 3 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. | - | TONNE | - | - |
| 4 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc | - | Cum | - | - |
| 5 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete | - | Cum | - | - |
| 6 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | - | Hrs | - | - |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal Mix 1:3:6 (Hand Mixed). | - | CUM | - | - |
| 8 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706. | - | RMT | - | - |
| 9 | Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work. | - | BAGS | - | - |
| 10 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary rock (not requiring blasting) Upto 3 m depth | - | CUM | - | - |
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