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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | ₹11.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.4 LRejected-Finance | ₹12.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹13.1 LRejected-Finance | ₹13.1 L | L3 | Rejected-Finance L3 |
| 4 | L4₹13.6 LRejected-Finance | ₹13.6 L | L4 | Rejected-Finance L4 |
Tender Value
₹14.9 L
EMD Value
₹29,851
Closing Date
28 Feb 2026, 5:00 pmClosed
ANKIT VASHISHT
Municipal Council Rewari
Providing and laying Storm Water pipe From HN 2086 to HN 2123 (RHS) in Sector 4 and hn 708 to 718 in sector 03 and Construction of CC road From H n no 708 to 718 and Sector 3 road (Hudda wall) to Prime Hospital and H no 448 to 452 in sector 03 ward n
2026_HRY_500922_1
202626582E1D B385 456C B6F5 C7B941947B5A295ULB
Open Tender
Civil Works
75 days
Rewari
2 documents required · 2 mandatory
₹1,000
₹29,851
Yes
9 Mar 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
20 Feb 2026 - 28 Feb 2026
HSR Item 17.70-Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. HSR Rate(Rs.) 26.00 Through Rate
HSR Item 4.33-Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. HSR Rate(Rs.) 138.00 Through Rate
HSR Item 3.1.2-By Mechanical Transport including loading, unloading and stacking 2. Earth HSR Rate(Rs.) 83.00 5km
HSR Item 17.4-Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications HSR Rate(Rs.) 6.00 Through Rate
HSR Item 3.1.1-By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish HSR Rate(Rs.) 66.00 5km
HSR Item 17.5.3-Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications HSR Rate(Rs.) 7.00 Through Rate
HSR Item 17.15.2-Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 2. Grading II material HSR Rate(Rs.) 1044.00 Through Rate
HSR Item 6.1.1-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: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) HSR Rate(Rs.) 3975.00 Through Rate
HSR Item 13.28-Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. HSR Rate(Rs.) 75.00 Through Rate
HSR Item 21.93.1-Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening HSR Rate(Rs.) 1155.00 Through Rate
HSR Item 2.B0242- B0242. 150 mm dia PVC pipe HSR Rate(Rs.) 223.00 Rate
HSR Item 5.23.2-Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) HSR Rate(Rs.) 1149.00 Through Rate
HSR Item 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) HSR Rate(Rs.) 3476.00 Through Rate
HSR Item 21.90.6.1-Construction of rectangular standard brick masonry manhole chambers to standard drawings on S.W. pipe sewers or other circular pipe sewers up to the required depth in 1.5 cement sand mortar, lime concrete in bed and sides of pipe sewer and cement concrete 1:2:4 in benching, 12 mm thick water tight 1:2 cement sand plaster with a floating coat of neat cement and finished with 2 coats of sodium silicate on interior surface where required, reinforced cement concrete slab 180mm thick fixing 560 mm internal diameter C.I. manhole cover and frame weight not less than 2.5 quintal painted with 3 coats of black bitumen paint, fixing galvanised malleable iron steps embedded in 1:2 cement sand mortar complete. the rate covers the cost of M.S. steel for R.C.C. slab labour for fixing and carriage of C.I. manhole frame and cover and malleable iron steps from the stores of the Engineer-in-charge of the works to the site of works. The rate also include the cost of accurately planned and fitted centring, supports for all works as well as for all curves and special work, cleaning out their beds etc. sodium silicate shall be supplied free of cost at the stores of the Engineer-in- charge. 6.1. On 250 mm internal diameter pipe sewer - for 2.40 meters depth below ground level HSR Rate(Rs.) 17872.00 Through Rate
HSR Item 3.1.2-By Mechanical Transport including loading, unloading and stacking 2. Earth HSR Rate(Rs.) 83.00 5km
HSR Item 17.5.3-Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications HSR Rate(Rs.) 7.00 Through Rate
HSR Item 20.62.2-Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 2. 250 mm i/d HSR Rate(Rs.) 321.00 Through Rate
HSR Item 3.1.1-By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish HSR Rate(Rs.) 66.00 5km
HSR Item 5.23.2-Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) HSR Rate(Rs.) 1149.00 Through Rate
HSR Item 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 HSR Rate(Rs.) 78.00 Through Rate
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