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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.2 CrAccepted-AOC 1011 SEC 4 EXT ROHTAK 1011 SECTOR 4 EXT ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹8.2 Cr | L-1 | Accepted-AOC Accepted |
| 2 | L-2₹8.6 Cr+₹39.3 L (4.81%)Rejected-Finance WARD NO 7 SAMPLA ROAD DELHI ROAD KHARKHODA 131402 | SONIPAT | HARYANA | 131402 | ₹8.6 Cr+₹39.3 L (4.81%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹8.8 Cr+₹67.5 L (8.27%)Rejected-Finance | ₹8.8 Cr+₹67.5 L (8.27%) | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹9.1 Cr+₹90.1 L (11.0%)Rejected-Finance WARD NO 1 CHHAJU PURAM COLONY RAILWAY ROAD MOHINDERGARH 123029 | MAHENDRAGARH | HARYANA | 123029 | ₹9.1 Cr+₹90.1 L (11.0%) | L-4 | Rejected-Finance L-4 |
| 5 | L-5₹9.3 Cr+₹1.2 Cr (14.3%)Rejected-Finance | ₹9.3 Cr+₹1.2 Cr (14.3%) | L-5 | Rejected-Finance L-5 |
Tender Value
₹9.9 Cr
EMD Value
₹19.9 L
Closing Date
5 Mar 2026, 5:00 pmClosed
Kapil Kumar
Executive Engineer, Faridabad
Construction of State Vigilance and Anti Corruption Bureau Faridabad range office in Sector - 78, Faridabad.
2026_HBC_503533_1
2026DCB95FF7 363A 42F6 83E4 BB009311B01157HHC
Open Tender
Civil Works
Works
730 days
Faridabad (MC)
Construction of State Vigilance and Anti Corruption Bureau Faridabad range office in Sector - 78, Faridabad.
2 documents required · 2 mandatory
₹23,600
₹19.9 L
Yes
23 Apr 2026
19 Feb 2026
6 Mar 2026
19 Feb 2026
5 Mar 2026
19 Feb 2026
19 Feb 2026 - 5 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 | [4.1]Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. [Through Rate] | 2,008.82 | Sqm | 6 | ₹12,052.94 |
| 2 | [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 [Through Rate] | 474.12 | cum | 78 | ₹36,981.36 |
| 3 | [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. [Through Rate] | 1,664.19 | cum | 83 | ₹1,38,127.35 |
| 4 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] | 150 | Metre | 64 | ₹9,600 |
| 5 | [4.31.1]Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1. All kinds of soil [Through Rate] | 1,078.8 | cum | 51 | ₹55,018.75 |
| 6 | [4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate] | 1,078.8 | cum | 46 | ₹49,624.75 |
| 7 | [4.39]Providing and injection chemical emulsion for PRE-CONSTRUCTIONAL ant termite treatment (excluding the cost of chemical emulsion) and creating a chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filing junction of wall and floor, along with the external perimetre of building, expansion joints surrounding of pipes and conduit etc, complete (plinth area of the building at ground floor only shall be measured) using Chlorpyriphos/ Lindane emulsifiable concentrate of 20% [Through Rate] | 500.61 | Sqm | 284 | ₹1,42,174.09 |
| 8 | [6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] | 186.81 | cum | 2,442 | ₹4,56,177.81 |
| 9 | [6.9.3]Providing and laying damp-proof course with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size) 3. 25 mm thick [Through Rate] | 27.93 | Sqm | 91 | ₹2,541.18 |
| 10 | [6.11.2]12 mm thick cement plaster damp-proof course 1:3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: 2. Horizontal [Through Rate] | 27.93 | Sqm | 182 | ₹5,082.35 |
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