MP Industrial Development Corporation Limited Tender
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MP Industrial Development Corporation Limited - MPIDC Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date3 Feb 2025
Closing Date17 Feb 2025
Tender Amount₹ 40,45,000
Costs
EMD
₹ 81,000Document Cost
₹ 5,900Tender Fee
₹ 478
Description
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Contact
Tender Id
2025_MIDCL_399879_1Tender No
2424Tender Authority
MP Industrial Development Corporation Limited ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stoneaggregate 20mm nominal size) at plinth level with : Cement mortar 1:6 (1 cement : 6 sand)
SOR P.No 137 I/No 7.1.1
247.5
4147
1026382.5
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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 .SOR P.No 19 I/No 2.24
202.5
95
19237.5
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Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor two level.Masonry work (first sort) in cement mortar 1:6 (1 cement : 6 sand) SOR P.No 138 I/No 7.7.1
303.75
4803
1458911.25
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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) .SOR P.No 523 I/No 15.3
2
844
1688
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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 detalingIS 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”) TMT (FE 500D or more) Thermo-Mechanically Treated bars.FE 500 D conforming to IS 1786 SOR P.No 82 I/No 15.16.7
1145.7
77
88218.9
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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. SOR P.No 78 I/No 5.2.1
8
6231
49848
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Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate)in beams, suspended floors, roofs havingslope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstaircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement inconcrete grade. M-20 Grade Concrete. SOR P.No 78 I/No 5.3.1
12.93
6541
84575.13
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Centering and shuttering including strutting, propping etc. and removal of form work for :above plinth: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, and string courses fillets etc. SOR P.No 41 I/No 4.3.2
153
267
40851
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Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete.Cement Mortar 1:6 (1 cement: 6
sand). SOR P.NO 114 I/No 6.5.2
112
4155
465360
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Structural steel work using M.S. flats, angles, channels I-section, H-section etc. 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. SOR P.NO 303 I/No 10.2
2500
103
257500
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Fencing with barbed G.I. wire angle iron post placed fitted to at required distance embedded in cement concrete blocks,every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only andprovided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kgper 100 m (minimum) between the two posts fitted and fixed with G.I.staples,turn buckles etc. complete. (Cost of posts,struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used.
SOR P.NO 313 I/No 10.32
1236
17
21012
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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 of M.S. angle, C.C. blocks shall be paid
separately).SOR P.NO 314 I/No 10.36
300
275
82500
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6 mm cement plaster of mix : 1:3 (1
cement : 3 sand) SOR P.NO 468 I/No 13.8
80
144
11520
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15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 sand) SOR P.NO 468 I/No 13.2.1
560
184
103040
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12 mm cement plaster of mix :1:4 (1 cement : 4 sand) SOR P.NO 468 I/No 13.1.1
560
173
96880
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Water proofing cement paint Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @3.84 kg/10 sqm). SOR P.NO 476 I/No 13.50
1120
48
53760
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