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Tender Value
₹21.7 L
EMD Value
₹43,396
Closing Date
22 Jun 2026, 4:00 pm3d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer (Special Project)
1st Floor pragati Bhawan, Jai Singh Road, N.D.
Shifting of Sewer Line and Water Supply Line Coming in the Alignment of Proposed Service Block
2026_NDMC_293629_1
01/EE(Spl.Proj.)/2026-27
Open Tender
Civil Works
30 days
Gole Market New Delhi
As per NIT
2 documents required · 2 mandatory
₹0
₹43,396
16 Jun 2026
16 Jun 2026
22 Jun 2026
16 Jun 2026
22 Jun 2026
16 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 | Dismantling 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 :(A) Water bound macadam road | 287 | Sqm | 220.1 | ₹63,168.7 | a |
| 2 | Dismantling 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 :(B) bituminous road | 287 | Sqm | 433.75 | ₹1,24,486.25 | b |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M25 grade with minimum cement content of 300 kg /cum | 37 | Cum | 9,554.3 | ₹3,53,509.1 | c |
| 4 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 103 | Cum | 263.5 | ₹27,140.5 | d |
| 5 | Providing and laying 500 mm internal dia HDPE/DWC of SN-8 classification as per entire satisfaction of Engineer-in-Charge | 85 | Metre | 3,404.28 | ₹2,89,363.8 | e |
| 6 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :250 mm diameter | 30 | Metre | 1,524 | ₹45,720 | f |
| 7 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
250 mm diameter S.W. Pipe | 30 | Metre | 1,609.95 | ₹48,298.5 | g |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All Kinds of soil. | 545 | Cubic Metre | 174.6 | ₹95,157 | h |
| 9 | Extra for every additional lift of 1.5 or part thereof in excavation /banking excavated or stacked materials - All kinds of soil | 1,120 | Cubic Metre | 128.35 | ₹1,43,752 | ii |
| 10 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. | 26 | Each | 540.2 | ₹14,045.2 | j |
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