MP Power Transmission Company Limited Tender
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MP Power Transmission Company Limited - MPPTCL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Apr 2023
Closing Date26 Apr 2023
Tender Amount₹ 25,15,000
Costs
EMD
₹ 50,300Document Cost
₹ 1,770Tender Fee
₹ 297
Description
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Contact
Tender Id
2023_MPPTC_264660_1Bid Award Id
ViewTender No
2264Tender Authority
MP Power Transmission Company Limited ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
Construction of Compound wall from SCADA to main gate at 220 KV sub station premises Nayagaon Jabalpur.
BOQ Items
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5.16.1(SOR w.e.f 01.12.2020)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification") : Mild steel and Medium Tensile steel bars.
922.53
55351
60
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5.16.6(SOR w.e.f 01.12.2020)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification")Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
6514.19
409742
62.9
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5.1.1(SOR w.e.f 01.12.2020)Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete
75.92
440032
5796
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5.9.1(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
454.15
86560
190.6
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5.9.2.1(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel.
163.79
35870
219
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5.2.1(SOR w.e.f 01.12.2020)"Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and" string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: M-20 Grade Concrete
10.61
62227
5865
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5.9.6(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Columns, P i l l a r s , Piers, Abutments, Posts and Struts.
176.9
83355
471.2
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4.2.1.3(SOR w.e.f 01.12.2020)Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate M 15 - Grade concrete
2.56
12067
4714
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5.9.16(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like.
25.5
4870
191
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40 NSORBrickwork in plinth & foundation of Boundary wall with fly ash lime bricks (FALG bricks) having 75 Kg per sq cm average compressive strength conforming to IS:12894-2002, in cement mortar 1:6 , including cost of all material, labour, T&P, taxes, transportation ,curing etc. complete as per direction of Engineer in charge.
54.6
239857
4393
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6.7.2.2(SOR w.e.f 01.12.2020)Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : Having 75 kg / cm2 average compressive strength. Cement mortar 1:6 (1 cement : 6 sand)
63.33
319753
5049
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13.2.2(SOR w.e.f 01.12.2020)15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 sand)
786.9
116461
148
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13.3.2(SOR w.e.f 01.12.2020)20 mm cement plaster of mix : 1:6 (1 cement : 6 sand)
728.34
143482
197
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13.53(SOR w.e.f 01.12.2020)Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface)
1576.09
204891
130
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10.1 (SOR w.e.f 01.12.2020)Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
811.3
52734
65
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13.64(SOR w.e.f 01.12.2020)Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
28.98
1535
53
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10.36 (SOR w.e.f 01.12.2020)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 3.00m 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 ofM.S. angle, C.C. blocks shall be paid separately).
305
83875
275
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45 NSORP&F Barbed wire (9.38 Kg per 100 M min.) to MS Angle Iron posts including screwing with GI tying wire staples or steel pins I/c cost of wire, staples pins etc. as per the direction of Engineer-In- Charge
1830
14640
8
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2.24(SOR w.e.f 01.12.2020)Filling available excavated earth (excluding hard rock/Ordinary 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.
146.92
10578
72
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