Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date28 Nov 2024
Closing Date12 Dec 2024
Tender Amount₹ 60,00,000
Costs
EMD
₹ 60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAWS_504704_1Tender No
1140/2024/E1Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
GEM & Bid Advisory Services
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Documents
BOQ Items
Footings - Second Depth - 2.00m to 3.00m depth
66.5
-
-
Plinth Beams
8.5
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-
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
9.2
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Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation - Plain Surfaces Below GL
56
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-
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. - For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.
-
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-
Plain Surface at 3.30m to 4.30m Above GL
46.2
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-
Plain Surface at 6.30m to 7.30m
46.2
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-
Plain Surface at 9.30m to 10.30m
46.2
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-
Plain Surface at 12.30m to 13.30m
46.2
-
-
Plain Surface at 15.30m to 16.30m
112
-
-
Plain Surface at 19.30m to 20.30m
76
-
-
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.
-
-
-
Square Column upto 3.30m
40.2
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-
Square Column upto 3.30m to 4.30m
7.6
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-
Square Column upto 4.30m to 5.30m
12.2
-
-
Square Column upto 5.30m to 6.30m
12.2
-
-
Square Column upto 6.30m to 7.30m
7.6
-
-
Square Column upto 7.30m to 8.30m
12.2
-
-
Square Column upto 8.30m to 9.30m
12.2
-
-
Square Column upto 9.30m to 10.30m
7.6
-
-
Square Column upto 10.30m to 11.30m
12.2
-
-
Square Column upto 11.30m to 12.30m
12.2
-
-
Square Column upto 12.30m to 13.30m
7.6
-
-
Square Column upto 13.30m to 14.30m
12.2
-
-
Square Column upto 14.30m to 15.30m
11.6
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-
Square Column upto 20.30m to 21.30m
6.4
-
-
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - For circular column
-
-
-
Circular Column upto 3.30m
6
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-
Circular Column upto 3.30m to 4.30m
0.8
-
-
Circular Column upto 4.30m to 5.30m
1.2
-
-
Circular Column upto 5.30m to 6.30m
1.2
-
-
Circular Column upto 6.30m to 7.30m
0.8
-
-
Circular Column upto 7.30m to 8.30m
1.2
-
-
Circular Column upto 8.30m to 9.30m
1.2
-
-
Circular Column upto 9.30m to 10.30m
0.8
-
-
Circular Column upto 10.30m to 11.30m
1.2
-
-
Circular Column upto 11.30m to 12.30m
1.2
-
-
Circular Column upto 12.30m to 13.30m
0.8
-
-
Circular Column upto 13.30m to 14.30m
1.2
-
-
Circular Column upto 14.30m to 15.30m
1.2
-
-
Circular Column upto 15.30m to 16.30m
0.4
-
-
Circular Column upto 16.30m to 17.30m
1.2
-
-
Circular Column upto 17.30m to 18.30m
1.2
-
-
Circular Couln upto 18.30 to 19.30m
1.2
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-
Circular Column upto 19.30m to 20.30m
1.1
-
-
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. - For Curved surfaces such as RCC floor slab, roof slab, beams, etc.
-
-
-
Cuved column 15.30m to 16.30m
16.2
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Cuved column 16.30m to 17.30m
54.1
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-
Cuved column 17.30m to 18.30m
54.1
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-
Cuved column 18.30m to 19.30m
54.1
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Cuved column 19.30m to 20.30m
43.3
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Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M -Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards.
-
-
-
For 1.5m Below G.L
36
-
-
For GL to 3.00m Above G.L
3.9
-
-
For 3.01 to 4.50m Above G.L
7.6
-
-
For 4.51 to 6.00m Above G.L
1.9
-
-
For 6.01 to 7.50m Above G.L
7.6
-
-
For 7.51 to 9.00m Above G.L
1.9
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-
For 9.01 to 10.50m Above G.L
7.6
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-
For 10.51 to 12.00m Above G.L
1.9
-
-
For 12.01 to 13.50m Above G.L
7.6
-
-
For 13.51 to 15.01m Above G.L
1.9
-
-
For 15.01 to 16.50 m Above G.L
28.5
-
-
For 16.51 to 18.00 m Above G.L
8.5
-
-
For 18.01 to 19.50 m Above G.L
8.5
-
-
For 19.51 to 21.00m Above G.L
16.6
-
-
Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete as per standard specification
17.3
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Painting two coats of newly plastered wall surface with approved cement paint over cement plastered wall surface, ceiling and including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required and cost of painting materials, brushes, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the departmental officer
802
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-
Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. (inclusive of all taxes)
-
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-
For 8mm to 16mm
12.1
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-
For 20mm to 32mm
5.2
-
-
Providing and fixing of RCC inner access ladder in RCC M20 Grade Concrete Mix as per the standard specifications for OHT including grill in position, centering, shuttering charges, mixing concrete curing etc, to required height and clear width of 45cm consisting of two nos of vertical post of 10cm X 15cm and step salb of 25mm X 25mm etc,complete and as directed by Municipal Officers.
2
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-
Construction of RCC spiral staircase in RCC M20 Grade Concrete Mix as per the standard specifications of 1.80 m diameter of 20m height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.
1
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-
Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete as per standard specifications and as directed by Engineer-in-charge.
1
-
-
Supplying and fixing of RCC M30 Grade Concrete Mix as per the standard specifications for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing, curing etc., complete as per standard specifications and as directed by Engineer-in-charge
28
-
-
Supplying, Laying, jointing of following DI specials 100mm - 200 mm dia of as per IS:9523-2000 with D.I pipes etc., complete as directed by the Engineer, and Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning, fixing of DI pipes etc, complete. As per TWAD SOR 2023 - 24, Page No. 53
2040
-
-
Supplying, Laying of following Manhole cover SFRC for lifting, aligning, fixing of Charges etc, complete as detailed 750mm x 750mm
2
-
-
Supply, delivery and fixing in position of water level indicator with float of approved pattern for inner and outer compartments including cost of materials etc. and as directed by the TWAD Board officers.
1
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-
Add for Goods and Service Tax 18%
1
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-
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