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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹48.7 L+₹34,587.62 (0.72%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹55 L+₹6.7 L (13.8%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | sushilprasad L3 | M/S ANIL KUMAR L1 | RAJESH CHANDRA JOSHI L2 |
|---|---|---|---|---|---|---|
| 1.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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) | 28.2 | Cum | 10,592.45 ₹2,98,707.09 | 9,400 ₹2,65,080 Lowest | 9,450 ₹2,66,490 |
| 2.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). | 33.1 | Cum | 11,148.07 ₹3,69,001.12 | 10,100 ₹3,34,310 Lowest | 10,200 ₹3,37,620 |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 291 | Sqm | 797.21 ₹2,31,988.11 | 640 ₹1,86,240 | 630 ₹1,83,330 Lowest |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts | 403 | Sqm | 835.42 ₹3,36,674.26 Lowest | 850 ₹3,42,550 | 862 ₹3,47,386 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | 2,250.19 | Kg. | 98 ₹2,20,518.62 | 97 ₹2,18,268.43 | 95 ₹2,13,768.05 Lowest |
| 6.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) | 223.1 | Cum | 8,900 ₹19,85,590 | 8,065 ₹17,99,301.5 Lowest | 8,125 ₹18,12,687.5 |
| 7.00 | 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. | 1,377 | Kg. | 116.43 ₹1,60,324.11 | 115 ₹1,58,355 Lowest | 120 ₹1,65,240 |
| 8.00 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand ) | 1,000 | Sqm | 306.12 ₹3,06,120 | 305 ₹3,05,000 | 300 ₹3,00,000 Lowest |
| 9.00 | 20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand ) | 1,000 | Sqm | 416 ₹4,16,000 | 415 ₹4,15,000 | 410 ₹4,10,000 Lowest |
| 10.00 | 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 @ 2.20 kg/10 sqm) | 3,350 | Sqm | 173.52 ₹5,81,292 | 145 ₹4,85,750 Lowest | 150 ₹5,02,500 |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
17 Apr 2024, 5:00 pmClosed
Superintending Engineer Civil OandM
Vidhut Bhawan PTCUL Majra Dehradun
Raising of Boundary wall at 220 Kv Substation Jhajra Dehradun
2024_PTCU8_71404_1
53_SEC_oandM_PTCUL
Open Tender
Civil Works
Item Rate
180 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,360
EE Civil Division PTCUL
₹1.4 L
14 May 2024
16 Mar 2024
18 Apr 2024
16 Mar 2024
17 Apr 2024
16 Mar 2024
Amount
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 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)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for : 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. Mild steel and Medium Tensile steel bars
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
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.
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand )
20 mm cement plaster 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 @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
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- 1291 SUB HEAD : 16- ROAD WORK in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm 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)
Hiring charges of welding machine for 8 hours.per day. With all labour, T&P and including welding rod as required for proper completion of work.
RAJESH CHANDRA JOSHI
sushilprasad
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