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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.2 CrAdmitted-Finance | -23.99% | ₹5.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.2 CrAdmitted-Finance VILLAGE BINDRABAN TESHIL DISTT CHARKHI DADRI 127310 | CHARKI DADRI | HARYANA | 127310 | -23.71% | ₹5.2 Cr | L2 | Admitted-Finance |
| 3 | L3₹5.4 CrAdmitted-Finance HN WARD NO 12 TOSHAM ROAD SIWANI SIWANI BHIWANI 127046 | BHIWANI | HARYANA | 127046 | -21.21% | ₹5.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹6.4 CrAdmitted-Finance 106 VILLAGE AGON TEHSIL FEROZEPUR JHIRKA DISTRICT NUH 122104 | FEROZEPUR JHIRKA | NUH | HARYANA | 122104 | -6.00% | ₹6.4 Cr | L4 | Admitted-Finance |
Tender Value
₹6.8 Cr
EMD Value
₹13.6 L
Closing Date
15 Apr 2026, 5:00 pmClosed
Amit Rathi
DIV Rewari
Special repair of 60 mtr Wide Bye Pass Road from Abhay Singh Chowk to colonel Ram Singh Chowk dividing sectors 10/11,10/21,4/20 U/E Rewari
2026_HBC_511755_1
2026E80E122A 915B 4928 9429 E888C2F0CB64258HSV
Open Tender
Civil Works
180 days
Rewari
2 documents required · 2 mandatory
₹3,540
₹13.6 L
Yes
18 May 2026
30 Mar 2026
16 Apr 2026
30 Mar 2026
15 Apr 2026
30 Mar 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[10.1]Providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. [Through Rate] | |||||
| 2[10.29.2]Providing and laying of chequered terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 2. Medium shade pigment using 50% white cement, 50% ordinary cement [Through Rate] | |||||
| 3[10.6]Providing and laying of screed of 40 mm thick cement concrete 1:4:8 to be laid below the topping. [Through Rate] | |||||
| 4[10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate] | |||||
| 5[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate] | |||||
| 6[17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate] | |||||
| 7[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate] | |||||
| 8[17.30.2]Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] | |||||
| 9[17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] | |||||
| 10[17.41.3]Crack Prevention Courses 3. Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 per cent Providing and laying of a stress absorbing membrane over a cracked road surface, after cleaning the road using modified binder CRMB-55 complying with clause 517, sprayed at the rate of 1.5 kg per sqm and spreading crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specifications. [Through Rate] | |||||
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