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Tender Value
₹49.3 L
EMD Value
₹98,660
Closing Date
8 Jun 2026, 5:00 pm3d left
Sandeep Dahiya
DIV Faridabad
Construction of RMC Parking, Stone Cladding, Repairing and Maintenance of Existing Structure at Cremation Ground Sector-56-56A, Faridabad complete in all respect.(Including 3 year maintenance and defect liability period free of cost of RMC parking)
2026_HBC_526179_1
20263B063439 3C66 4707 9444 2048BB7EC162248HSV
Open Tender
Civil Works
180 days
Faridabad (MC)
Construction of RMC Parking, Stone Cladding, Repairing and Maintenance of Existing Structure at Cremation Ground Sector-56-56A, Faridabad complete in all respect.(Including 3 year maintenance and defect liability period free of cost of RMC parking)
2 documents required · 2 mandatory
₹1,000
₹98,660
Yes
2 Jun 2026
2 Jun 2026
9 Jun 2026
2 Jun 2026
8 Jun 2026
2 Jun 2026
2 Jun 2026 - 4 Jun 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 | [8.9.1.5]Stone work (machine cut edges) for wall lining etc. (veneer work) up to 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : 1.5. Red sand stone - exposed face fine dressed with rough backing.30 mm thick [Through Rate] | 1 | per sqm | 1,951 | ₹1,949.05 | BI01010001010000000000000515BI0100001114 |
| 2 | [6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). [Through Rate] | - | per cum | 6,113 | - | BI01010001010000000000000515BI0100001115 |
| 3 | [22.87.3]Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings This includes jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer in Charge.
External work 3. 25 mm nominal outer dia Pipes [Through Rate] | - | per mtr. | 201 | - | BI01010001010000000000000515BI0100001116 |
| 4 | [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] | - | per sqm | 208 | - | BI01010001010000000000000515BI0100001117 |
| 5 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] | - | per cum | 184 | - | BI01010001010000000000000515BI0100001118 |
| 6 | [17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. [Through Rate] | 1 | per cum | 5,270 | ₹5,264.73 | BI01010001010000000000000515BI0100001119 |
| 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] | - | per kg | 68 | - | BI01010001010000000000000515BI0100001120 |
| 8 | [17.15.3]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III material [Through Rate] | - | per cum | 1,044 | - | BI01010001010000000000000515BI0100001121 |
| 9 | [30.28.1]Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1. One or more coats on old work [Through Rate] | - | per sqm | 38 | - | BI01010001010000000000000515BI0100001122 |
| 10 | [22.10.1.4]Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 1.4. Kitchen sink with drain board
510x1040 mm bowl depth 178 mm [Through Rate] | - | Each | 3,743 | - | BI01010001010000000000000515BI0100001123 |
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