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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC NEAR CIV L HOSPITAL VILLAGE DHANANA TEHSIL AND DISTRICT BHIWANI 127031 | DHANANA | BHIWANI | HARYANA | 127031 | ₹1.3 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹1.4 CrRejected-AOC VPO JAGRAM BASS TEHSIL BADHRA DISTT CH DADRI 127308 | JAGRAM BASS | CHARKHI DADRI | HARYANA | 127308 | ₹1.4 Cr | L2 | Rejected-AOC ok |
| 3 | Not Admitted-Fee/PreQual/Technical C O SURESH KUMAR VPO LOHANI TEHSIL DISTRICT BHIWANI 127029 | BHIWANI | BHIWANI | HARYANA | 127029 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | THE JAGRAM BASS COOP L/C SOCIETY LTD. L2 | ROSHAN KUMAR CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | No NS items | 1 | Nos. | - | - |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
21 Mar 2026, 1:00 pmClosed
ANURAG GOYAL
Jui W.S. Divn. Bhiwani
Estimate for laying underground RCC pipeline 350 mm dia NP3 to fill the ponds of village Patodi khurd, Kharkari Makhwan, Sandwa, Bidola, and Nigana Kalan
2026_HRY_508569_1
2026C610FE75 CBA3 4C49 9FF0 85F477DB90D1128IRR
Open Tender
Civil Works
180 days
KHARKARI MAKHWAN KHARKARI MAKHWAN NIGANA KALAN
Estimate for laying underground RCC pipeline 350 mm dia NP3 to fill the ponds of village Patodi khurd, Kharkari Makhwan, Sandwa, Bidola, and Nigana Kalan
2 documents required · 2 mandatory
₹5,000
₹2.9 L
Yes
21 Apr 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
21 Mar 2026
16 Mar 2026
No NS items
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 #
[11.113]Lettering with black Japan paint of approved brand and manufacture [Through Rate]
[11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) [Through Rate]
[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate]
[21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate]
[21.95.1]Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 1. 350 mm [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]
[6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate]
[6.35.1]Steel reinforcement for R.C.C. work ready to use `cut and bend` rebars of approved make from factory/workshop to construction site including placing in position and binding all complete up to plinth level. 1. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate]
[6.44]Providing, hoisting and fixing up to floor four level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor four level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate]
[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]
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