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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹27.4 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹27.7 L+₹28,227.79 (1.03%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical not fulfill the eligibility |
Tender Value
₹27.9 L
EMD Value
₹55,897
Closing Date
12 Oct 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EE/DPD-5
EE/DPD-5 DDA, CENTRAL NURSERY, SECTOR-5, NEW DELHI-110075
Repair and maintenance of footpath, drain and damaged carriageway of 20m ROW road connecting phirni road at Sector-26, Dwarka.
2026_DDA_929367_2
31/EE/DPD-5/DDA/2026-27
Open Tender
Civil Works
Works
90 days
Dwarka
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹55,897
16 Oct 2026
9 Oct 2026
12 Oct 2026
9 Oct 2026
12 Oct 2026
9 Oct 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 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 360 | metre | 39.35 | ₹14,166 |
| 2 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 4 | cum | 10,117.6 | ₹40,470.4 |
| 3 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department freeof cost) | 300 | metre | 109.45 | ₹32,835 |
| 4 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | 36 | sqm | 226.25 | ₹8,145 |
| 5 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work | 135 | sqm | 102.8 | ₹13,878 |
| 6 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion. On bituminous surface @ 0.25kg/sqm | 1,935 | sqm | 14.05 | ₹27,186.75 |
| 7 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 29 | cum | 8,505.65 | ₹2,46,663.85 |
| 8 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 87 | cum | 12,126.2 | ₹10,54,979.4 |
| 9 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | 63 | sqm | 747.8 | ₹47,111.4 |
| 10 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Ordinary cement without any pigment | 513 | sqm | 1,056.35 | ₹5,41,907.55 |
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