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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC 0 MAHARISHI DAYANAND NAGAR 1 KANHELI ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹9.5 L | L1 | Accepted-AOC L Bidder |
| 2 | L2₹10.8 L+₹1.2 L (12.7%)Rejected-Finance VILLAGE RATAULI DISTRICT ROHTAK | ROHTAK | ROHTAK | HARYANA | ₹10.8 L+₹1.2 L (12.7%) | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹12.2 L
EMD Value
₹24,440
Closing Date
25 May 2026, 5:00 pmClosed
Jagmal
DIV 2 Rohtak
Special repair of 45mtr. and 60mtr. wide sector dividing road
2026_HBC_522329_1
202683096641 4B57 44D8 B252 494780843547267HSV
Open Tender
Civil Works
Works
60 days
Kalanaur Rohtak
As per approved DNIT/NIT/CBD
2 documents required · 2 mandatory
₹500
₹24,440
Yes
23 Jul 2026
18 May 2026
26 May 2026
18 May 2026
25 May 2026
18 May 2026
18 May 2026 - 20 May 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 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | - | Cum | 1,863 | - |
| 2 | [11.1.1]6 mm cement plaster of mix : 1. 1:3 (1 cement : 3 fine sand) [Through Rate] | - | Sqm. | 96 | - |
| 3 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | - | Sqm. | 139 | - |
| 4 | [11.52]Cement rendering on plaster 1 mm thick [Through Rate] | - | Sqm. | 28 | - |
| 5 | [11.96.1]Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 1. New work (Two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [Through Rate] | - | Sqm. | 85 | - |
| 6 | [15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications
Ordinary soil 2.1. Mechanical Means
Depth up to 3 m [Through Rate] | - | Cum | 79 | - |
| 7 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] | - | Cum | 184 | - |
| 8 | [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] | - | Each | 298 | - |
| 9 | [21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. [Through Rate] | - | Sqm. | 160 | - |
| 10 | [21.57.1.4]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.4. For Circular sewers having internal diameter - 200 mm [Through Rate] | - | Each | 18 | - |
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