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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹48.2 LAccepted-AOC | ₹48.2 L | 1 | Accepted-AOC lowest bidder |
| 2 | 3₹51.2 L+₹3.0 L (6.24%)Rejected-Finance | ₹51.2 L+₹3.0 L (6.24%) | 3 | Rejected-Finance higher bid |
| 3 | 4₹51.7 L+₹3.6 L (7.37%)Rejected-Finance | ₹51.7 L+₹3.6 L (7.37%) | 4 | Rejected-Finance higher bid |
| 4 | 5₹54.1 L+₹5.9 L (12.3%)Rejected-Finance | ₹54.1 L+₹5.9 L (12.3%) | 5 | Rejected-Finance higher bid |
| 5 | 6₹54.8 L+₹6.6 L (13.8%)Rejected-Finance | ₹54.8 L+₹6.6 L (13.8%) | 6 | Rejected-Finance higher bid |
| Sl No | Description | Qty | Unit | Yogesh Tewari Contractor L8 | DEEPAK KUMAR UPADHYAY L2 | KAILASH CONSTRUCTION L1 | M/s Kanyal Construction and Building Material L3 | NIKKU SIROLA L5 | BORA CONSTRUCTION L7 | KARUNESH ADHIKARI L10 | DB CONSTRUCTION L4 | JITENDRA PRASAD L9 | RAJENDRA SINGH L6 | M/S GURU KRIPA ENGINEERS S ASSOCIATES L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in-charge (Busail=968.60 Cum,Niyoliyasera=960.00 Cum) | 1,928.6 | Cum | 65 ₹1,25,359 | 46.8 ₹90,258.48 | 50 ₹96,430 | 35 ₹67,501 | 45 ₹86,787 | 250 ₹4,82,150 | 65 ₹1,25,359 | 20 ₹38,572 Lowest | 60 ₹1,15,716 | 30 ₹57,858 | 46.8 ₹90,258.48 |
| 2.00 | Providingand layingof wirecrates3.00x1.50x1.50 insizewithGI wire conformingtoIS:280&IS:4826 in 150mmx150 mm mesh laid with stone
boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications (Busail=1009.80 Cum,Niyoliyasera=1017.00) | 2,026.8 | Cum | 1,850 ₹37,49,580 | 1,650.2 ₹33,44,625.36 | 1,400 ₹28,37,520 Lowest | 1,600 ₹32,42,880 | 1,720 ₹34,86,096 | 1,500 ₹30,40,200 | 2,400 ₹48,64,320 | 1,580 ₹32,02,344 | 2,000 ₹40,53,600 | 1,800 ₹36,48,240 | 1,650.2 ₹33,44,625.36 |
| 3.00 | P.C.C. grade M 20 Nominal mix (1:2:4) concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Busail=119.70 Cum,Niyoliyasera=128.88 Cum) | 248.58 | Cum | 6,400 ₹15,90,912 | 4,000 ₹9,94,320 Lowest | 4,700 ₹11,68,326 | 4,700 ₹11,68,326 | 5,000 ₹12,42,900 | 4,500 ₹11,18,610 | 6,400 ₹15,90,912 | 5,000 ₹12,42,900 | 6,000 ₹14,91,480 | 4,750 ₹11,80,755 | 4,000 ₹9,94,320 Lowest |
| 4.00 | Random Rubble Stone Masonary laid in 1:5 cement sand mortar in breast wall, retaining wall,parapets, scupper etc including supply of all materials, labour,T&P,royalty etc required for proper completion of work (As per PWD Uttarakhand specifications) (Busail=85.50 Cum,Niyoliyasera=85.20 Cum) | 170.7 | Cum | 4,100 ₹6,99,870 | 3,000 ₹5,12,100 Lowest | 3,500 ₹5,97,450 | 3,200 ₹5,46,240 | 3,100 ₹5,29,170 | 4,500 ₹7,68,150 | 4,100 ₹6,99,870 | 3,600 ₹6,14,520 | 3,800 ₹6,48,660 | 3,000 ₹5,12,100 Lowest | 3,000 ₹5,12,100 Lowest |
| 5.00 | Pointing with cement mortar 1:3 over stone masonry including supply of all materials, labour, T&P, royalty etc required for proper completion of work (Busail=45.00 Sqm,Niyoliyasera=51.60 Sqm) | 96.6 | sqm | 75 ₹7,245 | 55.8 ₹5,390.28 | 93 ₹8,983.8 | 70 ₹6,762 | 55 ₹5,313 | 90 ₹8,694 | 78 ₹7,534.8 | 40 ₹3,864 Lowest | 90 ₹8,694 | 80 ₹7,728 | 55.8 ₹5,390.28 |
| 6.00 | Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. (Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip.) (Busail=60.80 Cum,Niyoliyasera=69.72 Cum) | 130.52 | Cum | 25 ₹3,263 | 18.6 ₹2,427.67 | 31 ₹4,046.12 | 25 ₹3,263 | 10 ₹1,305.2 Lowest | 31 ₹4,046.12 | 25 ₹3,263 | 20 ₹2,610.4 | 31 ₹4,046.12 | 25 ₹3,263 | 18.6 ₹2,427.67 |
| 7.00 | Providing weep holes in R/Wall (Busail=44.00 Rm, Niyoliyasera=48.00 Rm) | 92 | Rm | 190 ₹17,480 | 137.4 ₹12,640.8 Lowest | 229 ₹21,068 | 150 ₹13,800 | 160 ₹14,720 | 200 ₹18,400 | 190 ₹17,480 | 150 ₹13,800 | 200 ₹18,400 | 200 ₹18,400 | 137.4 ₹12,640.8 Lowest |
| 8.00 | Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all labour,material,T&P etc required for proper completion of the work (Busail=320.00 Hrs, Niyoliyasera=432.00 Hrs) | 752 | Hrs | 56 ₹42,112 | 40.8 ₹30,681.6 | 68 ₹51,136 | 55 ₹41,360 | 33 ₹24,816 Lowest | 254 ₹1,91,008 | 57 ₹42,864 | 42 ₹31,584 | 50 ₹37,600 | 40 ₹30,080 | 40.8 ₹30,681.6 |
| 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.(Busail=100.00 Nos. , Niyoliyasera=120.00 Nos.) | 220 | Nos. | 15 ₹3,300 | 10.2 ₹2,244 | 17 ₹3,740 | 14 ₹3,080 | 13 ₹2,860 | 17 ₹3,740 | 14 ₹3,080 | 10 ₹2,200 Lowest | 17 ₹3,740 | 15 ₹3,300 | 10.2 ₹2,244 |
| 10.00 | Providing and laying Expansion Joints using 6mm thick and 6*4 foot plywood as per drawing and direction of engineer in charge.(Busail=44.40 Sqm,Niyoliyasera=47.58 Sqm) | 91.98 | Sqm | 240 ₹22,075.2 | 175.8 ₹16,170.08 | 293 ₹26,950.14 | 250 ₹22,995 | 150 ₹13,797 Lowest | 700 ₹64,386 | 244 ₹22,443.12 | 200 ₹18,396 | 200 ₹18,396 | 200 ₹18,396 | 175.8 ₹16,170.08 |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
16 Mar 2026, 11:00 amClosed
Executive Engineer Irrigation Division Pithoragarh
Executive Engineer Irrigation Division Pithoragarh
Flood Protection scheme of Niwaliyasera and Busail village at left bank of Saryu river in Gangolihat block of district Pithoragarh
2026_IRDCE_92266_1
11/EE/25-26 Dated 23-02-26
Open Tender
Civil Works
Item Rate
240 days
Gangolihat
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer ID Pithoragarh
₹2.0 L
Yes
Pithoragarh
23 Jul 2026
24 Feb 2026
16 Mar 2026
24 Feb 2026
16 Mar 2026
25 Feb 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in-charge (Busail=968.60 Cum,Niyoliyasera=960.00 Cum) | 1,928.6 | Cum | - | - |
| 2 | Providingand layingof wirecrates3.00x1.50x1.50 insizewithGI wire conformingtoIS:280&IS:4826 in 150mmx150 mm mesh laid with stone
boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications (Busail=1009.80 Cum,Niyoliyasera=1017.00) | 2,026.8 | Cum | - | - |
| 3 | P.C.C. grade M 20 Nominal mix (1:2:4) concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Busail=119.70 Cum,Niyoliyasera=128.88 Cum) | 248.58 | Cum | - | - |
| 4 | Random Rubble Stone Masonary laid in 1:5 cement sand mortar in breast wall, retaining wall,parapets, scupper etc including supply of all materials, labour,T&P,royalty etc required for proper completion of work (As per PWD Uttarakhand specifications) (Busail=85.50 Cum,Niyoliyasera=85.20 Cum) | 170.7 | Cum | - | - |
| 5 | Pointing with cement mortar 1:3 over stone masonry including supply of all materials, labour, T&P, royalty etc required for proper completion of work (Busail=45.00 Sqm,Niyoliyasera=51.60 Sqm) | 96.6 | sqm | - | - |
| 6 | Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. (Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip.) (Busail=60.80 Cum,Niyoliyasera=69.72 Cum) | 130.52 | Cum | - | - |
| 7 | Providing weep holes in R/Wall (Busail=44.00 Rm, Niyoliyasera=48.00 Rm) | 92 | Rm | - | - |
| 8 | Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all labour,material,T&P etc required for proper completion of the work (Busail=320.00 Hrs, Niyoliyasera=432.00 Hrs) | 752 | Hrs | - | - |
| 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.(Busail=100.00 Nos. , Niyoliyasera=120.00 Nos.) | 220 | Nos. | - | - |
| 10 | Providing and laying Expansion Joints using 6mm thick and 6*4 foot plywood as per drawing and direction of engineer in charge.(Busail=44.40 Sqm,Niyoliyasera=47.58 Sqm) | 91.98 | Sqm | - | - |
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