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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC 139 GOBIND NAGAR AMBALA CANTT | ₹1.7 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 LRejected-AOC | ₹1.7 L | L2 | Rejected-AOC 2nd |
Tender Value
₹1.7 L
EMD Value
₹3,380
Closing Date
21 May 2026, 3:00 pmClosed
Kailash Chander Kala vivek and ravi kumar
DIV Ambala
AMtc of EPHS in sector 34 UE Ambala Cantt Providing Laying Cutting and Jointing of 200mm 250mm Pipe and Const of road gully chamber complete in all respect
2026_HBC_522093_1
202696489D64 8D85 413C A9B7 91943DDD9A2F239HSV
Open Tender
Civil Works
15 days
Ambala City
2 documents required · 2 mandatory
₹250
₹3,380
Yes
29 May 2026
16 May 2026
22 May 2026
16 May 2026
21 May 2026
16 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [21.87.2.1]Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 2.1. Double Road Gully Chamber - Size 1448mm x 457mm x 800mm | - | Each | 5,338 | - | BI01010001010000000000000515BI0100001139 |
| 2 | [21.98.1]`Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN- 8 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE `Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer.
Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment.` 1. 200 mm Outside Dia | - | Per Metre | 2,249 | - | BI01010001010000000000000515BI0100001140 |
| 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. | - | cum | 83 | - | BI01010001010000000000000515BI0100001141 |
| 4 | [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) | - | cum | 3,975 | - | BI01010001010000000000000515BI0100001142 |
| 5 | [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) | - | cum | 2,442 | - | BI01010001010000000000000515BI0100001143 |
| 6 | PROVIDING AND FIXING SFRC ROAD GULLY COVER AND FRAME INCLUDING COST OF MATERIAL AND LABOUR COMPLETE IN ALL RESPECT. (DOUBLE ROAD GULLY | - | Each | 1,502 | - | BI01010001010000000000000515BI0100001144 |
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