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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L1 | Accepted-AOC LOWEST |
| 2 | L2₹3.7 CrRejected-Finance HOUSE NO 2067 SECTOR 2 3 DISTT ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹3.7 Cr | L2 | Rejected-Finance HIGHER |
| 3 | L3₹3.8 CrRejected-Finance | ₹3.8 Cr | L3 | Rejected-Finance HIGHER |
| 4 | L4₹4.0 CrRejected-Finance NOT SPECIFIED | ₹4.0 Cr | L4 | Rejected-Finance HIGHER |
| 5 | L5₹4.1 CrRejected-Finance ASADUNA TODRAN TEHSIL BAHADURGARH DISTRICT JHAJJAR 124505 HARYANA | BAHADURGARH | JHAJJAR | HARYANA | 124505 | ₹4.1 Cr | L5 | Rejected-Finance HIGHER |
| Sl No | Description | Qty | Unit | M/S Navdeep Singh and Co. L4 | Jitender Contractor L5 | DEVENDER SINGH L1 | M/S Kaliraman Construction Company L2 | RANJEET SINGH CONTRACTOR L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Credit of excavated earth for all types of soil (i.e. clay, silt, sand and sludge etc.) | 8,782.35 | Cum | 50 -₹4,39,117.50 | 55 -₹4,83,029.25 | 36 -₹3,16,164.60 | 40 -₹3,51,294 | 36 -₹3,16,164.60 |
Tender Value
₹4.5 Cr
EMD Value
₹8.9 L
Closing Date
2 Feb 2026, 5:00 pmClosed
ARUN MUNJAL
Rohtak W.S. Divn. Rohtak
Construction of Retaining wall RD 82150 to 85500 R Meham Drain
2026_HRY_498844_1
20268A766D85 2B65 4150 A87A 7F46E56AE927125IRR
Open Tender
Civil Works
120 days
BEHLABA PANRI BEHLABA PANRI BEHLABA PANRI BEHLA
3 documents required · 3 mandatory
₹15,000
₹8.9 L
Yes
O/o Executive Engineer, Rohtak W/S Div., RohtaK
16 Mar 2026
23 Jan 2026
3 Feb 2026
23 Jan 2026
2 Feb 2026
23 Jan 2026
28 Jan 2026
Credit of excavated earth for all types of soil (i.e. clay, silt, sand and sludge etc.)
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 #
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]
[27.15]Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. [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]
[4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [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]
[6.58]Providing and fixing in position 12mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints. [Through Rate]
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