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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹30.3 L+₹91,658 (3.12%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹30.4 L+₹1.1 L (3.70%)Accepted-Finance | L3 | Accepted-Finance L3 | |
| 4 | L4₹31.1 L+₹1.8 L (6.07%)Accepted-Finance | L4 | Accepted-Finance L4 | |
| 5 | L5₹31.2 L+₹1.9 L (6.35%)Accepted-Finance | L5 | Accepted-Finance L5 |
Tender Value
₹43.2 L
EMD Value
₹86,470
Closing Date
11 Feb 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer South-East(Bldg)M, Hauz Khas, New Delhi-110016
A/R and M/O Delhi Govt. Officers Flats at G.K.-1, New Delhi during 2025-26 (SH Fixing Chequerred tiles, jafferry etc. in courtyard area, drainage work and various misc. repair work).
2026_PWD_286172_1
78/South-East(B)M/New Delhi/2025-26. (2nd Call)
Open Tender
Civil Works
Works
30 days
G.K-1
Please refer Tender documents.
10 documents required · 10 mandatory
₹0
₹86,470
11 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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:
All kinds of soil
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 6 mm nominal size), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and sofits.
50 mm thick
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6(1 cement :6 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 upto 0.50 sqnn
Area of slab over 0.50 sqm
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
Gang saw cut stone
30 mm thick Red sand stone
Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25 mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of hollock wood in scantling of section 50X25 mm, fixed with nails and G.I wire on existing support complete as per direction of Engineer-in-charge.
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
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
Ordinary cement without any pigment
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
12 mm cement plaster of mix:
1:6 (1 cement: 6 coarse sand)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre
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 (including equivalent design mix)
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
For thickness of tiles 10 mm to 25 mm
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material 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 matt finished vitrified tile of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
Providing and fixing soil, waste and vent pipes :
100 mm dia
Sand cast iron S&S pipe as per IS: 1729
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
100 mm dia pipe
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
For 100 mm dia pipe
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
100 mm dia
Sand cast iron S&S as per IS - 1729
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
20 mm nominal dia Pipes
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 :
100 mm diameter S.W. pipe
150 mm diameter S.W. pipe
Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
100x100 mm size P type
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
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) :
Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5
Providing and fixing hard drawn steel wire fabric 75x25 mm mesh including fixing the same with steel frame by electric welding of 1.50 centimeter length and priming coat with approved steel primer all complete.
Providing and fixing unplasticised Rigid PVC pipes (6 kg/cm²) for connecting GT and sewer line, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, 160. mm dia Single socketed pipes as per direction of Engineer-in-charge.
Providing and fixing on wall face unplasticised Rigid 50 mm PVC pipes (6 kg/cm²) fixed with matal clamp (one clamp per meter) and other necessary fitting jointing with seal ring leaving 10 mm gap for thermal expansion as per direction of engineer-in-charge.
Providing and fixing unplasticised Rigid PVC pipes (6 kg/cm²) for connecting GT and sewer line, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) 110 mm Single socketed pipes. As per direction of Engineer-in-charge.
Providing and fixing FRP Rectangular Manhole Cover With Frame Having of Size 600X450MM Clear Opening of Cover is 600X450. The Loading Capacity of the FRP Manhole cover is 10 Ton Heavy Duty. All complete as per direction of Engineer-in-charge.
Providing and fixing FRP Rectangular Manhole Cover With Frame Having of Size 450 X 900MM (Clear Opening of Cover is 450 X 900). The Loading Capacity of the FRP Manhole cover is 10 Ton Heavy Duty. All complete as per direction of Engineer-in-charge.
Providing and fixing FRP Round Shpae Manhole Cover With Frame Having Size of 600MM Dia and Clear Opening of cover is 600MM. he Loading Capacity is 10 Ton. All complete as per direction of Engineer-in-charge.
Modified Estimated Cost after using Correction factor on DSR-2023 on account of GST @ 0.973
Add Cost Index @ 3% on DSR 2023 item.
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