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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-AOC | ₹8.6 L Quoted ₹8.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.0 LRejected-AOC GSTIN: 06AMQPK2691H1ZPPLOT NO 73 HOUSE NO 73 SECTOR 18 FARIDABAD 121002 | FARIDABAD | HARYANA | 121002 | ₹9.0 L | L2 | Rejected-AOC L3 |
| 3 | L3₹9.7 LRejected-AOC HOUSE NO 397 NEW EXTENSION COLONY NEW EXTENSION COLONY 121102 | FARIDABAD | FARIDABAD | HARYANA | 121102 | ₹9.7 L | L3 | Rejected-AOC L2 |
Tender Value
₹11.7 L
EMD Value
₹23,380
Closing Date
15 Apr 2026, 5:00 pmClosed
Sandeep Dahiya
DIV 3 Faridabad
HEW 110 Construction of RMC road, Providing and laying water supply line, Sewerage line and Storm water drainage line in front of Plot No.99 to 101P in Sector-77, Faridabad and all other works contingent thereto.
2026_HBC_513831_1
2026DF8DA8B3 B2A8 4797 BFC4 DA01353B676E250HSV
Open Tender
Civil Works
60 days
Faridabad (MC)
as per dnit
2 documents required · 2 mandatory
₹500
₹23,380
Yes
18 May 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
15 Apr 2026
9 Apr 2026
9 Apr 2026 - 11 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] | - | Sqm | 31 | - | BI01010001010000000000000515BI0100001113 | |
[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing 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 technical clause 401 of MORT&H technical specifications [Through Rate] | - | cum | 1,094 | - | BI01010001010000000000000515BI0100001114 | |
[17.44]Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications [Through Rate] | - | cum | 2,057 | - | BI01010001010000000000000515BI0100001115 | |
[17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. [Through Rate] | - | cum | 5,270 | - | BI01010001010000000000000515BI0100001116 | |
[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 [Through Rate] | - | Sqm | 7 | - | BI01010001010000000000000515BI0100001117 | |
[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 | - | BI01010001010000000000000515BI0100001118 | |
[20.49.4]Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 4. Exceeding 450 mm internal diametre but not exceeding 600 mm internal diametre [Through Rate] | - | Each | 1,899 | - | BI01010001010000000000000515BI0100001119 | |
[20.64.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandS pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. 1. 100 mm i/d [Through Rate] | - | Per Metre | 839 | - | BI01010001010000000000000515BI0100001120 | |
[20.66.1]Cutting DI pipe and chipping or filling the surface to a uniform finish 1. 100 mm i/d [Through Rate] | - | Per cut | 22 | - | BI01010001010000000000000515BI0100001121 | |
[20.67.1]Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 1. 100 mm i/d [Through Rate] | - | Per Joint | 29 | - | BI01010001010000000000000515BI0100001122 |
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