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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC 176 RACE COURSE DEHRADUN | BAGESHWAR | UTTARAKHAND | 263619 | ₹4.0 Cr | L1 | Accepted-AOC TENDER AWARDED |
| 2 | L 2₹4.6 Cr+₹62.9 L (15.9%)Rejected-Finance | ₹4.6 Cr+₹62.9 L (15.9%) | L 2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹4.7 Cr+₹71.4 L (18.1%)Rejected-Finance 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹4.7 Cr+₹71.4 L (18.1%) | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹5.1 Cr+₹1.2 Cr (29.1%)Rejected-Finance | ₹5.1 Cr+₹1.2 Cr (29.1%) | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L 5₹5.2 Cr+₹1.2 Cr (31.3%)Rejected-Finance GRAM POST BHETABAGDAR TEHSIL KAPKOT DISTRICT BAGESHWAR UTTARAKHAND UT | BAGESHWAR | UTTARAKHAND | 263619 | ₹5.2 Cr+₹1.2 Cr (31.3%) | L 5 | Rejected-Finance DISQUALIFIED |
| Sl No | Description | Qty | Unit | Parag Jain L2 | SANGAM CONSTRUCTION L7 | K.K. Enterprises L3 | daya sankar baluni L6 | NARAYAN SINGH L5 | M/S SADAR SINGH RAWAT L8 | Shivalik Infraventures (P) Limited L1 | M/S RAKESH KUMAR L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, i/c all cost of Labour, T&P etc. | 39,000 | Cum | 30 ₹11,70,000 | 40.1 ₹15,63,900 | 40.1 ₹15,63,900 | 38.33 ₹14,94,686.7 | 38.28 ₹14,93,115 | 40 ₹15,60,000 | 29.15 ₹11,36,850 Lowest | 37.64 ₹14,67,967.8 |
| 2.00 | P.C.C. grade M 10 1:3:6 in Normal Mix including cost of all material, labour and T&P etc. | 5,750 | Cum | 5,010 ₹2,88,07,500 | 5,595 ₹3,21,71,250 | 4,786 ₹2,75,19,500 | 5,321.32 ₹3,05,97,592.88 | 5,315.72 ₹3,05,65,418.75 | 5,595 ₹3,21,71,250 | 4,047.78 ₹2,32,74,735 Lowest | 5,226.2 ₹3,00,50,632.75 |
| 3.00 | R.R. Stone Masonry in 1:5 including cost of all material, labour and T&P etc. | 2,100 | Cum | 3,400 ₹71,40,000 | 4,137.5 ₹86,88,750 | 3,560 ₹74,76,000 | 3,934.76 ₹82,63,001.25 | 3,930.62 ₹82,54,312.5 | 4,137 ₹86,87,700 | 2,993.07 ₹62,85,447 Lowest | 3,864.43 ₹81,15,292.5 |
| 4.00 | H.P.S. Filling including cost of all material, labour and T&P etc. | 1,300 | Cum | 700 ₹9,10,000 Lowest | 1,014.5 ₹13,18,850 | 865 ₹11,24,500 | 965.07 ₹12,54,597.24 | 964.06 ₹12,53,278 | 1,014 ₹13,18,200 | 734.11 ₹9,54,343 | 947.82 ₹12,32,170.16 |
| 5.00 | P.C.C. grade M20 Normal Mix 1:2:4 in sub structure including cost of all material, labour and T&P etc. | 140 | Cum | 5,500 ₹7,70,000 | 6,474 ₹9,06,360 | 5,525 ₹7,73,500 | 6,158.58 ₹8,62,201.33 | 6,152.11 ₹8,61,294.7 | 6,475 ₹9,06,500 | 4,684.67 ₹6,55,853.8 Lowest | 6,048.49 ₹8,46,788.68 |
| 6.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification | 2,400 | Rmt | 100 ₹2,40,000 Lowest | 152 ₹3,64,800 | 130 ₹3,12,000 | 144.93 ₹3,47,837.76 | 144.78 ₹3,47,472 | 152 ₹3,64,800 | 110.25 ₹2,64,600 | 142.34 ₹3,41,619.84 |
| 7.00 | Construction of Water Bound Macadam using locally available material (Table 400.13) Providing, laying spreading and compacting local material in block or large discrete particles, such as kankar, Laterite, Dhandla etc. as per Table 400.13 to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fillup the interstices of laid material watering and compacting to the required density as per Clause 405.3 and Technical Specification Cluase 408. | 280 | CUM | 1,100 ₹3,08,000 | 1,430 ₹4,00,400 | 1,374 ₹3,84,720 | 1,362.59 ₹3,81,525.98 | 1,361.16 ₹3,81,124.8 | 1,432 ₹4,00,960 | 1,036.49 ₹2,90,217.2 Lowest | 1,338.24 ₹3,74,705.86 |
| 8.00 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses In 1:5 cement mortar | 40 | Cum | 5,700 ₹2,28,000 | 5,938 ₹2,37,520 | 5,490 ₹2,19,600 | 5,648.46 ₹2,25,938.58 | 5,642.53 ₹2,25,701 | 5,939 ₹2,37,560 | 4,296.63 ₹1,71,865.2 Lowest | 5,547.49 ₹2,21,899.72 |
| 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. | 50,000 | Bags | 15 ₹7,50,000 | 15.5 ₹7,75,000 | 14 ₹7,00,000 | 14.74 ₹7,37,025 | 14.72 ₹7,36,250 | 15.5 ₹7,75,000 | 11.23 ₹5,61,500 Lowest | 14.48 ₹7,23,850 |
| 10.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG | 480 | Cum | 1,700 ₹8,16,000 | 1,880 ₹9,02,400 | 1,800 ₹8,64,000 | 1,789.78 ₹8,59,095.36 | 1,787.9 ₹8,58,192 | 1,882 ₹9,03,360 | 1,361.44 ₹6,53,491.2 Lowest | 1,757.79 ₹8,43,738.24 |
Tender Value
Refer Docs
EMD Value
₹12.9 L
Closing Date
6 Feb 2026, 5:00 pmClosed
SANJAY RAJ
Superintending Engineer , Irrigation work Circle,Mahrani Bagh,G.M.S Road,Dehradun
Construction of Anti Erosion and Bank Protection System at Formation Ammunition Storage Facility at Raiwala Military Station.
2026_IRDCE_91354_1
05/SE/2025-26
Open Tender
Civil Works
Item Rate
365 days
RAIWALA
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹12.9 L
OFFICE OF SE IWC ,DEHRADUN
1 Jun 2026
27 Jan 2026
9 Feb 2026
27 Jan 2026
6 Feb 2026
29 Jan 2026
29 Jan 2026
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