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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-AOC VPO NINDANA KHAS TEH SIL MEHAM DISTRICT ROHTAK 124113 | NINDANA KHAS | ROHTAK | HARYANA | 124113 | ₹31.7 L | L1 | Accepted-AOC LOWEST |
| 2 | L2₹34.0 LRejected-AOC C O PAWAN KUMAR S O SH RISHAL SINGH R O VPO RAWALWAS KHURD HISAR | HISAR | HISAR | HARYANA | ₹34.0 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical NONRESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical NONRESPONSIVE |
| Sl No | Description | Qty | Unit | The Bajrang Bali Rawalwas Khurd Coop. L and C Society Ltd. L2 | The Mahadev Co-op LC Society L1 |
|---|---|---|---|---|---|
| 1.00 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked
HDPE pipe of 355 mm outer dia of PE-80 grade and PN-4 for water supply as per IS 4984-2016
(amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid
separately. Rate includes cost of all specials like bends , tees required during laying of pipe line along required alignment | 960.37 | Metre | 2,600 ₹25.0 L | 2,480 ₹23.8 L |
Tender Value
₹40.5 L
EMD Value
₹81,080
Closing Date
23 Feb 2026, 11:00 amClosed
RAM NIWAS SINGH
W.S. Feeder Divn. Rohtak
Laying underground HDPE Pipe Line 355 mm dia RD 0 to 3260 for dewatering flood water from low lying area of fields of village Humayunpur District Jhajjar to connecting with existing RCC Pipe Line laid by RLI Division Jhajjar.
2026_HRY_502785_1
2026D07FA533 E3EA 4631 A31B D988363BFD66152IRR
Open Tender
Civil Works
90 days
HAMAYUNPUR
Laying underground HDPE Pipe Line 355 mm dia RD 0 to 3260 for dewatering flood water from low lying area of fields of village Humayunpur District Jhajjar to connecting with existing RCC Pipe Line laid by RLI Division Jhajjar.
3 documents required · 3 mandatory
₹2,500
₹81,080
Yes
17 Mar 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of 355 mm outer dia of PE-80 grade and PN-4 for water supply as per IS 4984-2016 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends , tees required during laying of pipe line along required alignment
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[13.27]Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. [Through Rate]
[20.15.1]Providing and fixing C.I. Kinetic air valves conforming to and marked with IS: 14845 including carriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in- Charge. 1. 80 mm i/d [Through Rate]
[20.54.4]Providing GI pipes class B marked with IS: 1239 in 3.05 m length, their threading and welding with flanges (Heavy Duty) on both sides, jointing with nuts and bolts ( ‘W’ make), rubber gaskets , lowering into Tube wells and testing including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. 4. 100 mm i/d [Through Rate]
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
[4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. [Through Rate]
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
[6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level : M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) [Through Rate]
[6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate]
[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]
[6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate]
[6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate]
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