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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.2 LAccepted-AOC | L1 | Accepted-AOC He is the L1 Bidder | |
| 2 | Rejected-Technical WARD NO 04 BEHIND GM OFFICE CHOTI AMALI DHANPURI DISTT SHAHDOL M P 484114 | SHAHDOL | MADHYA PRADESH | 484114 | - | Rejected-Technical He is not the L1 Bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical He is not the L1 Bidder | |
| 4 | Rejected-Technical CAMP Q NO H 54 WARD NO 17 HALLOW BLOCK KOTMA COLLIERY DIST ANUPPUR MP | KOTMA | ANUPPUR | MADHYA PRADESH | - | Rejected-Technical He is not the L1 Bidder | |
| 5 | Rejected-Technical | - | Rejected-Technical He is not the L1 Bidder |
Tender Value
₹27.8 L
EMD Value
₹34,800
Closing Date
1 Jun 2022, 5:00 pmClosed
Staff Officer Civil SECL Sohagpur Area
Office of Staff Officer Civil SECL Sohagpur Area, GM Office, Dhanpuri, Distt. Shahdol , M.P. - 484114 Name and mobile number of contact person Shri K.K. Singh , 9425533478
Increasing height of Boundary wall along the coal stock yard by providing acrylic sheet (about 3.00 metres) at Khairaha U.G. mine of Rajendra Sub Area of Sohagpur Area.
2022_SECL_244031_1
SECL/SGP/SO(C)/ e-TENDER/2022-23/18 dt. 16.05.2022
Open Tender
Civil Works - Others
Item Rate
90 days
Sohagpur Area
As per NIT
3 documents required · 3 mandatory
₹34,800
30 Aug 2022
17 May 2022
3 Jun 2022
17 May 2022
1 Jun 2022
18 May 2022
17 May 2022 - 24 May 2022
Amount
Item Description/ Heading
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
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).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Brick work with fly ash brick bricks of class designation 50 conforming to IS: 2222 -1991 in superstructure above plinth level upto floor five level in cement mortar 1:6(1 cement : 6 coarse sand): With F.P.S. bricks.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Colour washing such as green, blue or buff to give an even shade : New work (two or more coats) with a base coat of white washing with lime
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 lift upto 1.5 m.
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 precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Total impact of GST for the purpose of CTC
ASSIM CONSTRUCTIONS
AWESH SINGH
Ram Awadh Singh
SHESH MUNI
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