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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.5 LAccepted-Finance | ₹31.5 L | L1 | Accepted-Finance OK |
| 2 | L2₹32.8 LAccepted-Finance F 70 PRASHANT VIHAR ROHINI DELHI 110085 PRASHANT VIHAR ROHINI DELHI 110085 NORTH WEST DELHI DELHI 110085 | NORTH WEST DELHI | DELHI | 110085 | ₹32.8 L | L2 | Accepted-Finance OK |
| 3 | L2₹32.8 LAccepted-Finance | ₹32.8 L | L2 | Accepted-Finance OK |
| 4 | L3₹32.9 LAccepted-Finance | ₹32.9 L | L3 | Accepted-Finance OK |
| 5 | L4₹33.8 LAccepted-Finance | ₹33.8 L | L4 | Accepted-Finance OK |
Tender Value
₹62.5 L
EMD Value
₹1.2 L
Closing Date
23 Jan 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
DIVN. SOUTH EAST ROAD-2, PWD, SUKHDEV VIHAR, NEW DELHI.
Comprehensive maintenance of various roads under Sub Division SER-2/23 during 2025-26 (SH-Improvement of road safety and pedestrian facilities by Development of Road Island near LSR College at Lala Lajpat Rai Marg, providing guard rails at various...
2026_PWD_285032_1
69/EE/SER-II/PWD/2025-26
Open Tender
Civil Works - Roads
60 days
NEW DELHI
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹1.2 L
24 Jan 2026
16 Jan 2026
23 Jan 2026
16 Jan 2026
23 Jan 2026
16 Jan 2026
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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
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 20 cm 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.
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
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 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 upto 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 up to plinth level: Concrete of M-10 grade with minimum cement content of 220 kg/cum.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.Granite stone slab of colour black, Cherry/Ruby red. Area of Slab over 0.50 sqm
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
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
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 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.
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.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish 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 laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern
Modified Estimated Cost after using correction factor on DSR 2023 on account of GST @ 0.973 Vide O.M. Dt. 08/08/2024
Add 3 % cost index on DSR items
Providing and fixing Precast factory made cement concrete 300x300x60mm thick M-30 grade (yellow) tactile for visually challenged person on footpath and laid in required line, level curvature, colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Granite work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 Stone dust) with an admixture of pigment to match the Granite shade (To be secured to the backing by means of cramps, which shall be paid for separately). Area of Slab over 0.50 sqm
Credit for steel received from Dismantling steel work as per direction of Engineer - in-charge.
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