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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC AHRI JHAJJAR HARYANA 124108 | AHRI | JHAJJAR | HARYANA | 124108 | ₹1.9 L | L1 | Accepted-AOC ok |
| 2 | L2₹1.9 L+₹5,809 (3.08%)Rejected-AOC MUSEPUR VPO MUSEPUR DISTRICT REWARI 123401 | MUSEPUR | REWARI | HARYANA | 123401 | ₹1.9 L+₹5,809 (3.08%) | L2 | Rejected-AOC ok |
| 3 | L3₹2.0 L+₹11,716 (6.21%)Rejected-AOC DARAULI HOUSE NO 119 DARAULI 123411 | REWARI | HARYANA | 123411 | ₹2.0 L+₹11,716 (6.21%) | L3 | Rejected-AOC ok |
Tender Value
₹2.0 L
EMD Value
₹3,940
Closing Date
9 Jul 2026, 5:00 pmClosed
Amit Rathi
DIV Rewari
Annual maintenance estimate of Water Supply Sewerage and SWD Scheme in Sector 10, Rewari for the year 2025 2026
2026_HBC_533019_1
20263B7F36DC B5C2 4840 971B 44B059DA2507258HSV
Open Tender
Civil Works
Works
10 days
Rewari
2 documents required · 2 mandatory
₹295
₹3,940
Yes
3 Aug 2026
2 Jul 2026
10 Jul 2026
2 Jul 2026
9 Jul 2026
2 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [21.95.9]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: 9. 1000 mm | 35 | Metre | 5,107 | ₹1,78,745 |
| 2 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. | 218.75 | cum | 83 | ₹18,156.25 |
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