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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.1 LAccepted-Finance | L1 | Accepted-Finance OK | |
| 2 | L2₹49.2 L+₹6.0 L (14.0%)Accepted-Finance 78 NEAR CHOPAL VILLAGE NIZAMPUR DISTT PANIPAT | PANIPAT | HARYANA | L2 | Accepted-Finance OK | |
| 3 | L3₹51.4 L+₹8.3 L (19.2%)Accepted-Finance | L3 | Accepted-Finance OK | |
| 4 | L4₹56.5 L+₹13.3 L (30.9%)Accepted-Finance | L4 | Accepted-Finance OK | |
| 5 | L5₹59.6 L+₹16.5 L (38.2%)Accepted-Finance | L5 | Accepted-Finance OK |
Tender Value
₹80.6 L
EMD Value
₹1.6 L
Closing Date
17 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
DIVN. SOUTH EAST ROAD-2, PWD, SUKHDEV VIHAR, NEW DELHI.
A/R and M/O various roads under PWD Division South East Road-2 (SH- Providing and fixing railing at central verge on MB Road under jurisdiction of Sub Division SER-2/24).
2026_PWD_286615_1
81/EE/SER-II/PWD/2025-26
Open Tender
Civil Works - Roads
Works
89 days
NEW DELHI
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹1.6 L
20 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-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).
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.
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 free of cost)
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter
Difference due to GST Multiplying correction factor on DSR-2023 on account of [email protected]
Add Cost Index @ 3%
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