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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.5 LAdmitted-Finance | -43.55% | ₹15.5 L | L1 | Admitted-Finance |
| 2 | L2₹15.8 LAdmitted-Finance | -42.17% | ₹15.8 L | L2 | Admitted-Finance |
| 3 | L3₹16.4 LAdmitted-Finance | -40.00% | ₹16.4 L | L3 | Admitted-Finance |
| 4 | L4₹17.5 LAdmitted-Finance | -36.13% | ₹17.5 L | L4 | Admitted-Finance |
Tender Value
₹27.4 L
EMD Value
₹54,801
Closing Date
23 Jan 2026, 3:00 pmClosed
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Construction of Boundary Wall and Parking Area of Gram Sabha Land in village Khera Dabar (Near Panchayat Ghar), Dwarka Zone(L-Zone), DDA.
2026_DDA_894418_1
39/EE/DMD-II/DDA/2025-26
Open Tender
Civil Works
60 days
EE DMD-2 DDA OFFICE CENTRAL NURSERY SEC-5 DWARKA
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹54,801
11 Feb 2026
17 Jan 2026
24 Jan 2026
17 Jan 2026
23 Jan 2026
17 Jan 2026
Demolishing stone rubble masonry 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) In cement mortar
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 all lift , as directed by Engineer-in charge. a) All kinds of soil.
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: a) 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 : a) 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).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for a) Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centering and shuttering including strutting, propping etc. and removal of form for a). Columns, Pillars, Piers, Abutments, Posts and Struts.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a).Thermo-Mechanically Treated bars of grade Fe-500D or more.
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 all lift.
Brick work flyash non modular brick confirming to IS:12894 of class Brick work with non modular fly ash bricks conforming to 1S:12894, classdesignation 10 average compressive strength in super structure above plinth level up to floor V level in : a) Cement mortar 1:6 (1 cement : 6 Coarse sand)
12 mm cement plaster of mix : a) 1:6 (1 cement: 6 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix: a) 1:6 (1 cement: 6 coarse sand)
Finishing walls with water proofing cement paint of required shade : a) New work (Two or more coats applied @ 3.84 kg/10 sqm
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kind of soil
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
P/L cement concrete - all works upto plinth level : a) 1:5:10 (1 cement : 5 coarse sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing stainless steel ( Grade 304) gate made of Hollow tubes, channels, plates efc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the gate with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, with suitable arrangement as per approval of Engineer-in-charge.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade a) Two or more coats on new work
Providing and fixing MS board of site 1200mmX900mm consisting of 1mm thick MS sheet fixed by welding to MS angle size 40X40X5mm frame with two Nos. vertical legs of 1.8 mtr. Length with Two Nos. hold fast of 150mm length. The MS sheet shall be supported by two Nos. MS flat of size 40X5mm bracing welded diagonally on the back side i/c excavation and cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) block of size 45X45X60cm depth and applying priming coat and painting with synthetic enamel paint complete as per direction of engineer-in-charge.
Lettering with black Japan paint of approved brand and manufacture
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