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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.1 LAccepted-AOC | ₹20.1 L | 1 | Accepted-AOC lowers bidder |
| 2 | 2₹20.1 L+₹535.12 (0.03%)Rejected-Finance | ₹20.1 L+₹535.12 (0.03%) | 2 | Rejected-Finance higher bid |
| 3 | 3₹24.5 L+₹4.5 L (22.2%)Rejected-Finance | ₹24.5 L+₹4.5 L (22.2%) | 3 | Rejected-Finance higher bid |
| 4 | 4₹25.9 L+₹5.8 L (28.8%)Rejected-Finance | ₹25.9 L+₹5.8 L (28.8%) | 4 | Rejected-Finance higher bid |
| 5 | 5₹26.2 L+₹6.1 L (30.3%)Rejected-Finance | ₹26.2 L+₹6.1 L (30.3%) | 5 | Rejected-Finance higher bid |
| Sl No | Description | Qty | Unit | PURAN SINGH L4 | Dan Singh L2 | M/S NANDAN SINGH L1 | M/s Kanyal Construction and Building Material L5 | M/S PUSKAR SINGH CONT. L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift & disposal of surplus material as directedof E- in - C Ordinery soil | 66 | Cum | 200 ₹13,200 Lowest | 254.75 ₹16,813.5 | 340.49 ₹22,472.34 | 443 ₹29,238 | 415 ₹27,390 |
| 2.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with a10 gauge BWG GI Nos.wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stoneboulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification) | 22 | Cum | 2,000 ₹44,000 | 1,143.48 ₹25,156.56 Lowest | 1,528.19 ₹33,620.18 | 1,992 ₹43,824 | 1,865 ₹41,030 |
| 3.00 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets ,scupper etc engineer - in - charge Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications ) | 57 | Cum | 2,000 ₹1,14,000 | 1,362.5 ₹77,662.5 Lowest | 1,820.56 ₹1,03,771.92 | 2,373 ₹1,35,261 | 2,222 ₹1,26,654 |
| 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. | 126 | Cum | 3,500 ₹4,41,000 | 2,568.57 ₹3,23,639.82 Lowest | 3,253.97 ₹4,10,000.22 | 4,242 ₹5,34,492 | 3,975 ₹5,00,850 |
| 5.00 | Lining in Stone masonry in cement mortar for substructure complete as per technical specification Clau 702,704,&1204 In cement mortar (1:5) | 73 | Cum | 5,031 ₹3,67,263 | 2,895.34 ₹2,11,359.82 Lowest | 3,668.1 ₹2,67,771.3 | 4,782 ₹3,49,086 | 4,477 ₹3,26,821 |
| 6.00 | Pointing with cement mortar 1:3 | 287 | sqm | 96.6 ₹27,724.2 | 52.7 ₹15,124.9 Lowest | 70 ₹20,090 | 91 ₹26,117 | 86 ₹24,682 |
| 7.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 386 | Sqm | 250.4 ₹96,654.4 | 136.55 ₹52,708.3 Lowest | 180.82 ₹69,796.52 | 235 ₹90,710 | 225 ₹86,850 |
| 8.00 | R.C.C grade M 20 (Hand mixed) | 4.5 | Cum | 8,582.3 ₹38,620.35 | 4,426.3 ₹19,918.35 Lowest | 6,257.14 ₹28,157.13 | 8,158 ₹36,711 | 7,650 ₹34,425 |
| 9.00 | Supplying, fitting, and placing TMT bar reinforcement in superstructure comple te as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 3.3 | Qtl | 6,791.27 ₹22,411.19 | 3,704.6 ₹12,225.18 Lowest | 4,951.32 ₹16,339.36 | 6,455 ₹21,301.5 | 6,040 ₹19,932 |
| 10.00 | Providing and Laying HDPE distribution pipe line 160 mm dia with MS Flange at every 6.00 mtr length Supreme/Harvel make or equivalent including all cost of labour , material etc. At site eccluding digging. HDPE pipe 160 mm Dia 6 Kg/sqcm PE-80 | 650 | Mtr | 1,628 ₹10,58,200 | 1,514 ₹9,84,100 | 1,186.97 ₹7,71,530.5 Lowest | 1,547 ₹10,05,550 | 1,450 ₹9,42,500 |
Tender Value
Refer Docs
EMD Value
₹91,000
Closing Date
14 Mar 2026, 11:00 amClosed
Executive Engineer Irrigation Division Pithoragarh
Office of Executive Engineer Irrigation Division Pithoragarh
Renovation of Khatariya Minor damaged due to disaster in Block Didihat District Pithoragarh Under Nabard
2026_IRDCE_92095_1
10/EE/25-26 Dated 19-02-26
Open Tender
Civil Works - Canal
Item Rate
300 days
Didihat
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Executive Engineer ID Pithoragarh
₹91,000
Pithoragarh
23 Jul 2026
21 Feb 2026
14 Mar 2026
21 Feb 2026
14 Mar 2026
22 Feb 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift & disposal of surplus material as directedof E- in - C Ordinery soil | 66 | Cum | - | - |
| 2 | Providing and laying of wire crates 3.00x1.50x1.50 in size with a10 gauge BWG GI Nos.wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stoneboulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification) | 22 | Cum | - | - |
| 3 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets ,scupper etc engineer - in - charge Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications ) | 57 | Cum | - | - |
| 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. | 126 | Cum | - | - |
| 5 | Lining in Stone masonry in cement mortar for substructure complete as per technical specification Clau 702,704,&1204 In cement mortar (1:5) | 73 | Cum | - | - |
| 6 | Pointing with cement mortar 1:3 | 287 | sqm | - | - |
| 7 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 386 | Sqm | - | - |
| 8 | R.C.C grade M 20 (Hand mixed) | 4.5 | Cum | - | - |
| 9 | Supplying, fitting, and placing TMT bar reinforcement in superstructure comple te as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 3.3 | Qtl | - | - |
| 10 | Providing and Laying HDPE distribution pipe line 160 mm dia with MS Flange at every 6.00 mtr length Supreme/Harvel make or equivalent including all cost of labour , material etc. At site eccluding digging. HDPE pipe 160 mm Dia 6 Kg/sqcm PE-80 | 650 | Mtr | - | - |
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