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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.1 LAdmitted-Finance 636 GALI NO 03 NEAR BILTECH SHRI NAGAR AURANGABAD PALWAL 121105 | AURANGABAD | PALWAL | HARYANA | 121105 | -3.20% | ₹32.1 L | L1 | Admitted-Finance |
| 2 | L2₹35.1 LAdmitted-Finance NEAR CHAUHAN DHARAM KANTA SHOP NO 14 ALIGHARH ROAD KHITWARI CHOWK PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | +6.00% | ₹35.1 L | L2 | Admitted-Finance |
| 3 | L3₹36.1 LAdmitted-Finance NEAR JEEWAN JYOTI SCHOOL KRISHNA COLONY PALWAL 121102 | PALWAL | PALWAL | HARYANA | 121102 | +9.00% | ₹36.1 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹33.2 L
EMD Value
₹60,500
Closing Date
30 Apr 2026, 5:00 pmClosed
MANOJ KUMAR
Municipal Council Palwal
Construction of RCC Drain from Dhram Public School Wali Gali to Palwal Distributory Ward 31 MC Palwal
2026_HRY_517259_1
20261A578623 58E5 4207 B4A2 D96F341C8D36294ULB
Open Tender
Civil Works
180 days
Palwal
2 documents required · 2 mandatory
₹2,000
₹60,500
Yes
25 May 2026
24 Apr 2026
1 May 2026
24 Apr 2026
30 Apr 2026
24 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 |
|---|---|---|---|---|---|
| 1 | [15.1.1.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications
Ordinary soil 1.1. Manual Means
Depth up to 3 m [Through Rate] | - | cum | - | - |
| 2 | [5.7.4]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 4. In cement mortar [Through Rate] | - | cum | - | - |
| 3 | [5.70]Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. [Through Rate] | - | cum | - | - |
| 4 | [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] | - | cum | - | - |
| 5 | [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 | - | - |
| 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. [Labour Rate] | - | Sqm | - | - |
| 7 | [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. | - | - |
| 8 | [6.44]Providing, hoisting and fixing up to floor four level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor four level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] | - | cum | - | - |
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