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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.5 LAccepted-Finance WARD NO 2 KAILASH NAGAR PALWAL | PALWAL | ₹59.5 L | L1 | Accepted-Finance ok |
| 2 | L2₹61.4 LAccepted-Finance 610 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | ₹61.4 L | L2 | Accepted-Finance ok |
| 3 | L3₹62.1 LAccepted-Finance | ₹62.1 L | L3 | Accepted-Finance ok |
| 4 | L4₹79.6 LAccepted-Finance HARYANA HR | AMBALA | HARYANA | 133001 | ₹79.6 L | L4 | Accepted-Finance ok |
Tender Value
₹78.6 L
EMD Value
₹1.6 L
Closing Date
18 May 2026, 3:00 pmClosed
Kailash Chander Kala virender singh and ravi kumar
DIV Ambala
Providing Storm Water Drainage along Dividing road of Sector 23 25 toward Sector 25 Urban Estate Ambala City Construction of RCC box drain for storm water drainage complete in all respect and all other works contingent thereto
2026_HBC_520527_1
2026518273E3 97D9 4F4E 9ACB 4F570CB93B66239HSV
Open Tender
Civil Works
120 days
Ambala City
Including Three years defect liability period Mtc free of cost
2 documents required · 2 mandatory
₹3,000
₹1.6 L
Yes
2 Jun 2026
8 May 2026
20 May 2026
8 May 2026
18 May 2026
8 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 | [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] | - | cum | 83 | - | BI01010001010000000000000515BI0100001139 |
| 2 | [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) [Through Rate] | - | cum | 3,975 | - | BI01010001010000000000000515BI0100001140 |
| 3 | [6.22.2.2]Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 2.2. All works up to Plinth Level :
M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) [Through Rate] | 1 | cum | 3,772 | ₹3,768.23 | BI01010001010000000000000515BI0100001141 |
| 4 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] | - | cum | 4,464 | - | BI01010001010000000000000515BI0100001142 |
| 5 | [6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete [Through Rate] | - | Sqm | 156 | - | BI01010001010000000000000515BI0100001143 |
| 6 | [6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. [Through Rate] | - | Sqm | 282 | - | BI01010001010000000000000515BI0100001144 |
| 7 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] | - | Sqm | 208 | - | BI01010001010000000000000515BI0100001145 |
| 8 | [6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. [Through Rate] | - | Kg. | 68 | - | BI01010001010000000000000515BI0100001146 |
| 9 | [9.59.3]Providing and fixing Unplasticised -PVC pipe clips of approved design to Unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 3. 150 mm [Through Rate] | - | Each | 154 | - | BI01010001010000000000000515BI0100001147 |
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