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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.0 LAdmitted-Finance | ₹22.0 L | L1 | Admitted-Finance |
| 2 | L2₹24.8 LAdmitted-Finance | ₹24.8 L | L2 | Admitted-Finance |
| 3 | L3₹24.9 LAdmitted-Finance | ₹24.9 L | L3 | Admitted-Finance |
| 4 | L4₹26.7 LAdmitted-Finance RZ 151 BLOCK Y NEW ROSHANPURA PAPRAWAT ROAD NAJAFGARH SOUTH WEST DELHI DELHI 110043 | WEST DELHI | DELHI | 110043 | ₹26.7 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NITIN SHARMA L2 | MODERN CONCEPT CONSTRUCTIONS L4 | MOHD CHAND L1 | MOHD ANASH L3 |
|---|---|---|---|---|---|---|---|
| 1.00By Mechanical Transport including loading,unloading and stacking | |||||||
| 2.00 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
Note - Item to be applicable in urban areas having directions for restricted hours for movement/plying of load carrying motor vehicle of 3.5 cum or more. | 285.22 | cum | 408 ₹1.2 L | 550 ₹1.6 L | 150 ₹42,783 | 350 ₹99,827 |
| 3.00Earth 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 lif upto 1.5 m, as directed by Engineer-in- Charge: | |||||||
| 4.00 | All kinds of soil | 986 | sqm | 102 ₹1.0 L | 100 ₹98,600 | 60 ₹59,160 | 70 ₹69,020 |
| 5.00Excavating 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. | |||||||
| 6.00 | All kinds of soil | 82 | each | 93 ₹7,626 | 50 ₹4,100 | 45 ₹3,690 | 50 ₹4,100 |
| 7.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||
| 8.00 | 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 3 | cum | 6,600 ₹19,800 | 5,000 ₹15,000 | 5,500 ₹16,500 | 4,900 ₹14,700 |
| 9.00 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 120.33 | cum | 4,800 ₹5.8 L | 4,500 ₹5.4 L | 4,000 ₹4.8 L | 4,100 ₹4.9 L |
| 10.00Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | |||||||
Tender Value
₹36.0 L
EMD Value
₹71,949
Closing Date
11 Dec 2025, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer (Civil Division-III), Room No- MZ-137, Main Building, IIT Delhi, Hauz Khas, New Delhi-110016
Providing and fixing interlocking paver blocks and G.I Profile sheet roofing /shed at the Footpath Area of Jia Sarai Gate, Surrounding of Mini Campus Blocks and Back Side of DMS (Vishwakarma Bhawan) at IIT Delhi.
2025_IIT_888351_1
IITD/WORKS (SP-5191)/2025
Open Tender
Miscellaneous Works
120 days
IIT Delhi Hauz Khas
As per tender documents
15 documents required · 15 mandatory
₹0
₹71,949
17 Dec 2025
3 Dec 2025
12 Dec 2025
3 Dec 2025
11 Dec 2025
3 Dec 2025
Amount
By Mechanical Transport including loading,unloading and stacking
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - Item to be applicable in urban areas having directions for restricted hours for movement/plying of load carrying motor vehicle of 3.5 cum or more.
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 lif upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil
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 :
1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Hot finished welded type tubes
Providing gola 75x75 mm in cement concrete 1:2:4(1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design :
In 75x75 mm deep chase
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
Ridges plain (500- 600mm)
15 mm cement plaster on rough side of single or half brick wall of mix:
1:6(1 cement: 6 coarse sand)
Finishing walls with Acrylic Smooth exterior paint of required shade:
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
Old work (one or more coats)
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
With cement mortar 1:4 (1cement: 4 coarse sand)
Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
In cement mortar
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
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.
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 5 mm), 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 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 old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
Providing & laying 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
NITIN SHARMA (BID ID -3330848)
MOHD ANASH (BID ID -3331662)
MODERN CONCEPT CONSTRUCTIONS (BID ID -3331328)
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