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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance N I T NO EE M III WZ 2025 26 TC 72 | GURUGRAM | HARYANA | 122008 | ₹1.1 Cr | L1 | Accepted-Finance Being L1 |
| 2 | L2₹1.2 Cr+₹1.9 L (1.64%)Rejected-Finance 101 DDA MARKET PHASE III PKT B ASHOK VIHAR CHITTOOR 110052 | NORTH | DELHI | 110052 | ₹1.2 Cr+₹1.9 L (1.64%) | L2 | Rejected-Finance Being L2 |
Tender Value
₹89.0 L
EMD Value
₹1.8 L
Closing Date
30 Jun 2026, 3:00 pmClosed
Ex. Engineer (Project) CSPZ
Room No. 300, 3rd Floor, Old Hindu College Bldg. Kashmere Gate, Delhi-110006
Improvement and Strengthening of Lal Kuaa Road by providing dense Carpeting from Hauz Kazi Chowk (Shop No. 3434) to Katra Bariyan (Shop No.6390) Chawdi Bazar in Ward No.79
2026_MCD_281725_1
EE(Pr.)CSPZ/TC/2026-27/08_01
Open Tender
Civil Works
Percentage
120 days
Chawdi Bazar
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
₹1.8 L
13 Jul 2026
23 Jun 2026
30 Jun 2026
23 Jun 2026
30 Jun 2026
23 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 |
|---|---|---|---|---|---|
| 1.001 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by
mechanical means). | - | Cum | 6,028.33 | - |
| 1.002 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 1 | Meter | 120 | ₹119.88 |
| 1.003 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe | 1 | Meter | 120 | ₹119.88 |
| 1.004 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.25kg/sqm | 1 | sqm | 12,056.66 | ₹12,044.6 |
| 1.005 | 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. 16.55.1 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. | 1 | Cum | 301.42 | ₹301.12 |
| 1.006 | 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. 16.57.1 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. | - | Cum | 241.14 | - |
| 1.007 | 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. | 1 | sqm | 389.25 | ₹388.86 |
| 1.008 | Providing and fixing name board made of MS Sheet 90x60cm, 1mm thick with frame of MS angle 50x50x6mm, two diagonal braces at the back of the sheet of MS flat 40x6mm, total height of the board above ground level 2.40m, length of legs below ground 0.30m embedded in CC block 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 30x30x45cm including excavation and removal of surplus earth with in 50m lead, applying priming coat of approved steel primer, painting with synthetic enamel paint of approved quality and lettering with enamel paint of approved colour (one side) as per drawing/direction of Engineer-in-Charge | 1 | each | 1 | ₹1 |
| 1.009 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | each | 26 | ₹25.97 |
| 0.000 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35 | 1 | each | 85 | ₹84.92 |
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