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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.7 LAdmitted-Finance 0 UMARCHHA KACHHAR MAHGAON CHAIL ALLAHABAD UTTAR PRADESH 212213 UDYAM UP 46 0009010 | KAUSHAMBI | UTTAR PRADESH | 212213 | L1 | Admitted-Finance | |
| 2 | L2₹31.1 L+₹1.4 L (4.62%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹31.3 L+₹1.6 L (5.30%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹34.5 L+₹4.8 L (16.1%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹35.1 L+₹5.4 L (18.1%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rajesh Kumar Gupta L8 | J K ENTERPRISES L1 | MS Associate and Projects L6 | PERFECT ENTERPRISES L5 | Acute Enterprises L3 | CHHAJWA CONSTRUCTION CO. L7 | Sunrise Enterprises L4 | CIS GLOBAL INFRATECH PRIVATE LIMITED L9 | FIROZ HAIDER L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00From item no 1 to 34:- Special repair to control room building and Boundary wall at 220 Kv S/Station Subji Mandi. | ||||||||||||
| 2.00 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but ,excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 11.12 | Cum | 1,55,680 ₹1,83,702.4 | 88,960 ₹1,04,972.8 | 1,23,432 ₹1,45,649.76 | 1,16,760 ₹1,37,776.8 | 1,08,976 ₹1,28,591.68 | 85,624 ₹1,01,036.32 Lowest | 1,06,752 ₹1,25,967.36 | 1,05,640 ₹1,24,655.2 | 1,00,080 ₹1,18,094.4 |
| 3.00 | 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.94 | Cum | 15,520 ₹18,313.6 | 9,700 ₹11,446 Lowest | 11,737 ₹13,849.66 | 14,550 ₹17,169 | 14,550 ₹17,169 | 14,162 ₹16,711.16 | 11,640 ₹13,735.2 | 18,236 ₹21,518.48 | 11,640 ₹13,735.2 |
| 4.00 | 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. | 4,340.1 | kg | 5,42,512.5 ₹6,40,164.75 | 3,03,807 ₹3,58,492.26 Lowest | 4,25,329.8 ₹5,01,889.16 | 4,34,010 ₹5,12,131.8 | 4,12,309.5 ₹4,86,525.21 | 3,60,228.3 ₹4,25,069.39 | 3,81,928.8 ₹4,50,675.98 | 3,99,289.2 ₹4,71,161.26 | 4,99,111.5 ₹5,88,951.57 |
| 5.00 | 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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. | 1,000 | kg | 1,05,000 ₹1,23,900 | 62,000 ₹73,160 Lowest | 98,000 ₹1,15,640 | 1,00,000 ₹1,18,000 | 90,000 ₹1,06,200 | 89,000 ₹1,05,020 | 88,000 ₹1,03,840 | 1,18,000 ₹1,39,240 | 1,10,000 ₹1,29,800 |
| 6.00 | 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. | 1,875 | kg | 2,53,125 ₹2,98,687.5 | 1,65,000 ₹1,94,700 Lowest | 2,08,125 ₹2,45,587.5 | 2,34,375 ₹2,76,562.5 | 1,87,500 ₹2,21,250 | 2,13,750 ₹2,52,225 | 1,65,000 ₹1,94,700 Lowest | 3,09,375 ₹3,65,062.5 | 2,06,250 ₹2,43,375 |
| 7.00 | 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 | 50 | metre | 15,000 ₹17,700 | 7,750 ₹9,145 | 13,250 ₹15,635 | 13,000 ₹15,340 | 12,500 ₹14,750 | 14,750 ₹17,405 | 10,000 ₹11,800 | 14,500 ₹17,110 | 5,000 ₹5,900 Lowest |
| 8.00 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet
complete. | 16 | Each | 4,800 ₹5,664 | 2,560 ₹3,020.8 | 7,120 ₹8,401.6 | 4,000 ₹4,720 | 4,000 ₹4,720 | 16,800 ₹19,824 | 3,200 ₹3,776 | 4,768 ₹5,626.24 | 1,600 ₹1,888 Lowest |
| 9.00 | 12mm cement plaster of mix :
1:6 (1 cement : 6 fine sand) | 373.5 | Sqm | 1,12,050 ₹1,32,219 | 59,760 ₹70,516.8 Lowest | 97,110 ₹1,14,589.8 | 1,12,050 ₹1,32,219 | 93,375 ₹1,10,182.5 | 1,19,520 ₹1,41,033.6 | 67,230 ₹79,331.4 | 1,15,785 ₹1,36,626.3 | 1,30,725 ₹1,54,255.5 |
| 10.00 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) | 94 | Sqm | 29,610 ₹34,939.8 | 17,860 ₹21,074.8 Lowest | 26,320 ₹31,057.6 | 30,550 ₹36,049 | 30,080 ₹35,494.4 | 33,840 ₹39,931.2 | 18,800 ₹22,184 | 32,900 ₹38,822 | 32,900 ₹38,822 |
Tender Value
₹40.0 L
EMD Value
₹80,039
Closing Date
1 Jul 2025, 1:00 pmClosed
DGMContract
Ground Floor, Room No. 2, Maintenance Block Building near 220kv substation, Delhi Transco Limited at Indraprastha, New Delhi 110002
Special repair to control room building and Boundary wall at 220 Kv S/Station Subji Mandi
2025_DTL_273002_1
T24P131551
Open Tender
Civil Works
Works
120 days
220 Kv S/Station Subji Mandi DTL
As per attached NIT
9 documents required · 9 mandatory
₹0
₹80,039
Yes
8 Oct 2025
6 Jun 2025
1 Jul 2025
6 Jun 2025
1 Jul 2025
6 Jun 2025
From item no 1 to 34:- Special repair to control room building and Boundary wall at 220 Kv S/Station Subji Mandi.
Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but ,excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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.
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 stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.
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 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
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
12mm cement plaster of mix : 1:6 (1 cement : 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour .Two coats
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)
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.
Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old work
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 thewalls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.: With cement mortar 1:4 (1 cement : 4 coarse sand)
Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping,sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C.Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick
Extra for covering top of membrane with Geotextile, 120 gsm non woven,100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.
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 fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Grading roof for water proofing treatment with Cement mortar 1:3 (1 cement : 3 coarse sand)
Painting with aluminium paint of approved brand and manufacture to give an even shade: One or more coats on old work
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 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 aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI ,IS:3564,embossed on the body,door weight up to 36kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
Execution of any of the DSR item/items, as per description of item mentioned in DSR and corresponding CPWD specifications, all complete, as per requirement of the work and direction of engineer in charge. (In this item quantity represents the cost of the entire work (Including GST) defined in item as per work requirement based on DSR being used and Rate represents the multiplying factor which takes care extent of percentage of excess/below rates quoted by bidder on DSR items be increased or decreased) Example: a) for 5% above on DSR items rates shall be 1.05 and b) for 5% below on DSR items rates shall be 0.95.
Providing and fixing vertical blinds 100mm wide, vertical regular MAC or equivalent blinds of approved make complete including headrail, Bottomrail, fitting device tiltered etc. complete. All rotating parts shall be self lubricating as per direction of Engineer-in-charge.
Supplying & fixing straight reinforced barb tape (2.5mm thick galvanised steel tape and 0.5mm thick barb) to be fixed on M.S.Angle tape etc. with slips, rivets including cutting, straightening, streching and scaffolding etc. complete as per direction of Engineer-in-charge.
Recovery of steel scrap as per diirection of Engineer in charge
FIROZ HAIDER (BID ID -1595115)
Acute Enterprises (BID ID -1595128)
Sunrise Enterprises (BID ID -1595414)
PERFECT ENTERPRISES (BID ID -1594842)
MS Associate and Projects (BID ID -1594752)
CHHAJWA CONSTRUCTION CO. (BID ID -1592613)
Rajesh Kumar Gupta (BID ID -1594375)
CIS GLOBAL INFRATECH PRIVATE LIMITED (BID ID -1589394)
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