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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC OPP GOVT PRIMARY SCHOOL VILL MAHUA KHERI P O SHAHPUR NURHAD AMBALA 134203 | AMBALA | AMBALA | HARYANA | 134203 | ₹1.7 L Quoted ₹1.6 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.7 LRejected-AOC 3619 B 12 MANMOHAN NAGAR AMBALA 2025R21060 | AMBALA | ₹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 ravi kumar and virender singh
DIV Ambala
AMtc of EPHS in Sec 7 UE Ambala City Replacing of damage sewer line Dismantling work and construction of manhole in Sec 7 Ambala complete in all respect and all other works contingent thereto
2026_HBC_522087_1
2026568918D8 35AE 44D5 95DB 95682977706C239HSV
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 | [1.PM057] PM057. Hire charges for JCB with bucket capacity more than 0.75 cum with fuel and driver | - | Per day | 7,144 | - | BI01010001010000000000000515BI0100001139 |
| 2 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) | - | Sqm | 139 | - | BI01010001010000000000000515BI0100001140 |
| 3 | [11.52]Cement rendering on plaster 1 mm thick | - | Sqm | 28 | - | BI01010001010000000000000515BI0100001141 |
| 4 | [20.49.1]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. 1. Up to 200 mm internal diametre | - | Each | 949 | - | BI01010001010000000000000515BI0100001142 |
| 5 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge | - | Each | 298 | - | BI01010001010000000000000515BI0100001143 |
| 6 | [21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. | - | Per sqm benching and flooring surface measures horizontaly | 160 | - | BI01010001010000000000000515BI0100001144 |
| 7 | [21.57.1.6]Providing masonry plugs to ends of sewers of all types with 11.43 cm thick brick wall in cement sand mortar 1:7 with 12 mm thick cement plaster 1:6 (as required by the engineer-in-charge). 1.6. For Circular sewers having internal diameter - 250 mm | - | Each | 23 | - | BI01010001010000000000000515BI0100001145 |
| 8 | [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 | - | Each | 1,155 | - | BI01010001010000000000000515BI0100001146 |
| 9 | [22.218.1]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 1. 250 mm Internal Diameter | - | Metre | 442 | - | BI01010001010000000000000515BI0100001147 |
| 10 | [22.219.1]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 1. 1250 mm Internal Diameter | - | Metre | 88 | - | BI01010001010000000000000515BI0100001148 |
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