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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.8 LAccepted-AOC | ₹35.8 L | 1 | Accepted-AOC highest bidder |
| 2 | 2₹36.8 L+₹99,610.64 (2.78%)Rejected-Finance | ₹36.8 L+₹99,610.64 (2.78%) | 2 | Rejected-Finance higher bid |
| 3 | 3₹37.0 L+₹1.2 L (3.36%)Rejected-Finance | ₹37.0 L+₹1.2 L (3.36%) | 3 | Rejected-Finance higher bid |
| 4 | 4₹38.2 L+₹2.4 L (6.74%)Rejected-Finance N A | ₹38.2 L+₹2.4 L (6.74%) | 4 | Rejected-Finance higher bid |
| 5 | 5₹44.2 L+₹8.4 L (23.6%)Rejected-Finance DUNGHAI AGAR RAI AGAR VILAGE GANGOLIHAT PITHORAGARH | ₹44.2 L+₹8.4 L (23.6%) | 5 | Rejected-Finance higher bid |
| Sl No | Description | Qty | Unit | Bhupendra Singh L4 | LAXMAN SINGH L2 | M/s Kanyal Construction and Building Material L6 | LALIT JOSHI L5 | PURAN SINGH L3 | Dan Singh L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for Structures Ordinary soil | 376 | Cum | 250 ₹94,000 | 200 ₹75,200 | 443 ₹1,66,568 | 150 ₹56,400 Lowest | 150 ₹56,400 Lowest | 331.01 ₹1,24,459.76 |
| 2.00 | Excavation for Structures Ordinary rock (not requiring blasting) Upto 3 m depth | 73 | Cum | 300 ₹21,900 | 50 ₹3,650 Lowest | 554 ₹40,442 | 250 ₹18,250 | 200 ₹14,600 | 413.73 ₹30,202.29 |
| 3.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 For nominal mix 1:2:4 (Hand mixed) | 18.9 | Cum | 5,500 ₹1,03,950 Lowest | 6,000 ₹1,13,400 | 8,158 ₹1,54,186.2 | 8,000 ₹1,51,200 | 6,000 ₹1,13,400 | 6,083.13 ₹1,14,971.16 |
| 4.00 | Supplying, fitting and placingTMT bar reinforcement in foundation compl ete as per drawings and technical specifications Clauses 1000 and 1202 | 17.8 | Qtl | 6,600 ₹1,17,480 | 5,500 ₹97,900 | 6,455 ₹1,14,899 | 6,500 ₹1,15,700 | 6,000 ₹1,06,800 | 4,813.65 ₹85,682.97 Lowest |
| 5.00 | Providing and Laying of MS Pipe line with Flange Joint at 6 mtr including all Cost of material (i/c MS Pipe , MS Flange 12mm thick, rubber packing 5mm thick, nut bolts) labour, T&P etc . Complete with head load up to 2km (150mm dia thickness 5.4mm (M.S pipe confirming IS:4270) | 180 | Mtr | 2,300 ₹4,14,000 | 2,700 ₹4,86,000 | 2,598 ₹4,67,640 | 2,500 ₹4,50,000 | 2,200 ₹3,96,000 | 1,937.86 ₹3,48,814.8 Lowest |
| 6.00 | 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 | 300 | Mtr | 1,550 ₹4,65,000 | 1,600 ₹4,80,000 | 1,547 ₹4,64,100 | 1,600 ₹4,80,000 | 1,400 ₹4,20,000 | 1,153.93 ₹3,46,179 Lowest |
| 7.00 | Providing and Laying HDPE distribution pipe line 110 mm dia Supreme/Harvel make or equivalent including all cost of labour , material etc. At site eccluding digging. HDPE pipe 110 mm Dia 6 Kg/sqcm PE-80 | 300 | Mtr | 650 ₹1,95,000 | 650 ₹1,95,000 | 636 ₹1,90,800 | 600 ₹1,80,000 | 500 ₹1,50,000 | 474.9 ₹1,42,470 Lowest |
| 8.00 | Cement plum masonry with 40% plum & 60% 1:3:7cement concrete including supply of all material, labour, T&P etc. for proper completion of the work. | 120 | Cum | 2,700 ₹3,24,000 | 2,200 ₹2,64,000 Lowest | 4,521 ₹5,42,520 | 4,200 ₹5,04,000 | 3,400 ₹4,08,000 | 3,371.27 ₹4,04,552.4 |
| 9.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWGGI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each. | 67 | Cum | 1,700 ₹1,13,900 | 1,450 ₹97,150 Lowest | 1,992 ₹1,33,464 | 1,900 ₹1,27,300 | 1,800 ₹1,20,600 | 1,485.79 ₹99,547.93 |
| 10.00 | Dismantling Stone Masonry as per Technical Specification Clause 202.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 Rubble Stone Masonry in Cement Mortar | 160 | Cum | 70 ₹11,200 Lowest | 100 ₹16,000 | 461 ₹73,760 | 200 ₹32,000 | 250 ₹40,000 | 344.48 ₹55,116.8 |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
14 Mar 2026, 11:00 amClosed
Executive Engineer Irrigation Division Pithoragarh
Office of Executive Engineer Irrigation Division Pithoragarh
Renovation of Saugaon Minor damaged due to disaster in Block Didihat District Pithoragarh Under Nabard
2026_IRDCE_92094_1
10/EE/25-26 Dated 19-02-26
Open Tender
Civil Works - Canal
Item Rate
365 days
Didihat
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer ID Pithoragarh
₹1.4 L
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 for Structures Ordinary soil | 376 | Cum | - | - |
| 2 | Excavation for Structures Ordinary rock (not requiring blasting) Upto 3 m depth | 73 | Cum | - | - |
| 3 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20 For nominal mix 1:2:4 (Hand mixed) | 18.9 | Cum | - | - |
| 4 | Supplying, fitting and placingTMT bar reinforcement in foundation compl ete as per drawings and technical specifications Clauses 1000 and 1202 | 17.8 | Qtl | - | - |
| 5 | Providing and Laying of MS Pipe line with Flange Joint at 6 mtr including all Cost of material (i/c MS Pipe , MS Flange 12mm thick, rubber packing 5mm thick, nut bolts) labour, T&P etc . Complete with head load up to 2km (150mm dia thickness 5.4mm (M.S pipe confirming IS:4270) | 180 | Mtr | - | - |
| 6 | 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 | 300 | Mtr | - | - |
| 7 | Providing and Laying HDPE distribution pipe line 110 mm dia Supreme/Harvel make or equivalent including all cost of labour , material etc. At site eccluding digging. HDPE pipe 110 mm Dia 6 Kg/sqcm PE-80 | 300 | Mtr | - | - |
| 8 | Cement plum masonry with 40% plum & 60% 1:3:7cement concrete including supply of all material, labour, T&P etc. for proper completion of the work. | 120 | Cum | - | - |
| 9 | Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWGGI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each. | 67 | Cum | - | - |
| 10 | Dismantling Stone Masonry as per Technical Specification Clause 202.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 Rubble Stone Masonry in Cement Mortar | 160 | Cum | - | - |
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