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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹78.5 CrAccepted-Finance C 21 SUSHANT LOK III SECTOR 57 GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹78.5 Cr | L-1 | Accepted-Finance PRICE QUOTED LOW |
| 2 | L-2₹86.7 CrRejected-Finance ADD AVANTIKA COLONY NEAR RICE MILL KAILSA ROAD AMROHA UTTAR PRADESH | AMROHA | UTTAR PRADESH | 244221 | ₹86.7 Cr | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| Sl No | Description | Qty | Unit | M/S ARUN CONSTRUCTION L2 | R K JAIN INFRA PROJECTS PVT LTD L1 |
|---|---|---|---|---|---|
| 1.00 | 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 materia | 17,940.08 | Cum | 400 ₹71.8 L | 130 ₹23.3 L |
| 2.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 2,90,028.03 | Cum. | 500 ₹14.5 Cr | 230 ₹6.7 Cr |
| 3.00 | Excavation in Marshy Soil
Excavation for roadway in marshy soil with hydraulic excavator 0.9 Cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 25,772.73 | Cum. | 75 ₹19.3 L | 130 ₹33.5 L |
| 4.00 | Dewatering of water caused due to seepage of ground water and surface water due to rain etc. excluding excavation of foundation but during execution of civil works including supply of all machine operator, khalashi,POL, T&P, accessories required for proper completion of the work. | 1,44,000 | Hrs. | 120 ₹1.7 Cr | 250 ₹3.6 Cr |
| 5.00 | 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 | 2,18,194.88 | Cum. | 2,200 ₹48.0 Cr | 2,200 ₹48.0 Cr |
| 6.00 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204 | 2,520.88 | Cum. | 1,950 ₹49.2 L | 2,200 ₹55.5 L |
| 7.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder | 13,658.88 | Cum. | 1,950 ₹2.7 Cr | 2,200 ₹3.0 Cr |
| 8.00 | 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. | 39,830 | Nos. | 18 ₹7.2 L | 90 ₹35.8 L |
| 9.00 | Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per technical Specifications Clause 402 | 8,277.5 | Cum. | 1,950 ₹1.6 Cr | 2,000 ₹1.7 Cr |
| 10.00 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per TechnicalSpecification Clause 412. | 41,387.5 | Sqm. | 500 ₹2.1 Cr | 450 ₹1.9 Cr |
Tender Value
₹78.6 Cr
EMD Value
₹1.2 Cr
Closing Date
9 Sept 2025, 5:00 pmClosed
SE IRRIGATION WORK CIRCLE HARIDWAR
OFFICE OF THE SUPERINTENDING ENGINEER IRRIGATION WORK CIRCLE HARIDWAR
Flood Protection Work of Population from village Kangdi to village Sajjanpur Pili in block Bhadrabad of district Haridwar under SASCI
2025_IRDCE_85685_1
01/SE/2025-26 DATED 28-07-2024
Open Tender
Civil Works
548 days
BLOCK BAHADRABAD DISTRICT HARIDWAR
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION HARIDWAR
₹1.2 Cr
Yes
IRRIGATION WORK CIRCLE HARIDWAR
10 Nov 2025
28 Jul 2025
12 Sept 2025
28 Jul 2025
9 Sept 2025
28 Jul 2025
8 Aug 2025
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