Municipal Administration And Water Supply Department Tender
View complete overview of Puducherry MAWS Tender
Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date9 Jan 2025
Closing Date24 Jan 2025
Tender AmountRefer Documents
Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_517667_1Tender No
931/2024/E1Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
9
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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
124
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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
90
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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 Surfaces 3.00m to 4.30m
71
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Plain Surfaces at 7.30m to 8.30m
71
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Plain Surfaces at 11.30m to 12.30m
71
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Plain Surfaces at 15.30m to 16.30m
95
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Plain surfaces - 19.30 to 20.30m
109
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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.
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Square Column upto 3.30m
78
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Square Column 3.30m to 4.30m
14.5
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Square Column 4.30m to 5.30m
14.5
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Square Column 5.30m to 6.30m
14.5
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Square Column 6.30m to 7.30m
14.5
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Square Column 7.30m to 8.30m
14.5
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Square Column 8.30m to 9.30m
14.5
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Square Column 9.30m to 10.30m
14.5
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Square Column 10.30m to 11.30m
14.5
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Square Column 11.30m to 12.30m
14.5
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Square Column 12.30m to 13.30m
14.5
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Square Column 13.30m to 14.30m
14.5
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Square Column 14.30m to 15.30m
14.5
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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 Curved surfaces such as RCC floor slab, roof slab, beams, etc.
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Curved Surface 16.30m to 17.30m
110
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Curved Surfaces 17.30m to 18.30
61
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Curved Surfaces 18.30m to 19.30
61
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Curved Surfaces 19.30m to 20.30
61
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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 surfaces such as Circular RCC columns etc.
-
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Circular Column upto 3.30m
6
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Circular Column 3.30m to 4.30m
1.5
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Circular Column 4.30m to 5.30m
1.5
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Circular Column 5.30m to 6.30m
1.5
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Circular Column 6.30m to 7.30m
1.5
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Circular Column 7.30m to 8.30m
1.5
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Circular Column 8.30m to 9.30m
1.5
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Circular Column 9.30m to 10.30m
1.5
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Circular Column 10.30m to 11.30m
1.5
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Circular Column 11.30m to 12.30m
1.5
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Circular Column 12.30m to 13.30m
1.5
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Circular Column 13.30m to 14.30m
1.5
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Circular Column 14.30m to 15.30m
1.5
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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.
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For 1.5m Below G.L
26
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For 4.5m Above G.L
13
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For 4.51m to 7.32m Above G.L
11
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For 7.32m to 10.98m Above G.L
12
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For 10.98m to 14.64m from G.L
5
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For 14.64m to 18.30m from G.L
38
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For 18.30m to 21.96m from G.L
23
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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
13
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Painting two coats of newly plastered wall surface with approved Emulsion 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
944
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Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 600mm X 600mm sizes of best approved quality and as per standard specifications etc.,complete.
2
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Providing and fixing of RCC inner access ladder to a length of 3.30m 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.
1
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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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Supplying and fixing of RCC M20 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
31
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Providing and fixing of M20 Grade Concrete Mix as per the standard specifications for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete as generally shown in plan and as directed.
4
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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. As per PWD SOR 2022 - 23, Page No. 16
1
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Supply and delivery of CI D/F sluice valves with cap along with specials of the 150mm dia in size confirming to IS 14846 / 2000 (PN1) including flanged tail piece and other specials as required, loading, unloading, transportation charges and stacking and jointing including cost of jointing materials etc, complete as per standard Specification.
2
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Constructing masonry chamber of inside dimensions as mentioned below with Country Brick, brick work in CM 1:5 (1 cement : 5 coarse sand) for sluice valve, with CI Surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and top RCC Precast slab 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) with necessary earth work excavation including refilling the sides of foundation, foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 grade stone aggregate 40mm nominal size) and inside plastering with CM 1:5 (1 cement : 5 coarse sand) 12mm thick finished with a floating coat of neat cement, complete as per standard design and shown in the drawings. 1500x 900x1500mm clear inside dimensions
1
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Providing and fixing in position of PVC water bar 150mm wide with single bulb for horizontal joints necessary holders fabrication, the rate inclusive of cost of water bar, holders fabrication and fixing in position etc complete as per standard specification and as directed by the Engineer.
93
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Supplying, Laying, jointing of following DI specials 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.
2150
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Earthwork excavation and depositing on banks with as initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil to a depth of 1.05m and 0.60m width as per SS 20B for pipeline etc., complete complying with standard specification. As per TWAD SOR 2024 - 25, Page No. 192
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90mm diameter HDPE
9662
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110mm diameter HDPE
1301
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140mm diameter HDPE
525
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Supplying and conveying of following sizes of P100 PN6 HDPE pipes to site, confirming to specification as per IS:4984-2016 for standard length including cost of pipes, testing charges at factory, labour charges for loading, unloading and stacking charges etc., complete complying with standard specification. As per TWAD SOR 2024 - 25, Page No. 14
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90mm diameter HDPE
9662
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110mm diameter HDPE
1301
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140mm diameter HDPE
525
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Lowering of HDPE pipes and specials carefully into the trench and laying to proper grade and alignment including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by the Departmental Engineer in charge. As per TWAD SOR 2024 - 25, Page No. 171
-
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90mm diameter HDPE
9662
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110mm diameter HDPE
1301
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140mm diameter HDPE
525
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Jointing the HDPE pipes and specials withby butt fusion welding/ electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (Part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangement and cost of testing to the required pressure with water for filling (including cost of jointing materials) etc., complete as per directed including etc complete as per standard specification. As per TWAD SOR 2024 - 25, Page No. 184
-
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90mm diameter HDPE
195
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110mm diameter HDPE
40
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140mm diameter HDPE
79
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Supply and fixing of Specials for HDPE Pipes as per IS 8360/1977/Part I (Reaffirmed 1992, Part II and III (Reaffirmed 2002) (including cost of jointing materials) etc complete as per standard specifications and as directed by by the Departmental Engineer in charge. As per TWAD SOR 2024 - 25, Page No. 17
-
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90mm dia HDPE Tee
96
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90mm dia HDPE Bend
152
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110mm dia HDPE Tee
14
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110mm dia HDPE Bend
16
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140mm dia HDPE Tee
8
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140mm dia HDPE Bend
6
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Refilling the trenches with excavated soil other than sand in layers of 15cm thick well rammed and completed as instructed by the departmental officers with intial lead and lifts and cleaning and levelling the site etc.,complete. As per TWAD SOR 2024 - 25, Page No. 192
-
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90mm diameter HDPE
9662
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110mm diameter HDPE
1301
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140mm diameter HDPE
525
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Labour for cutting to open the Black topping surface roads for laying water distribution lines etc complete as per standard specifications and as directed by the Departmental Engineer. As per TWAD SOR 2024 - 25, Page No. 195
144
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Labour for cutting to open the Cement Concrete surface roads for laying water distribution lines etc complete as per standard specifications and as directed by the Departmental Engineer. As per TWAD SOR 2024 - 25, Page No. 195
86
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Supply and delivery of CI D/F sluice valves with cap along with specials of the 100mm dia in size confirming to IS 14846 / 2000 (PN1) including flanged tail piece and other specials as required, loading, unloading, transportation charges and stacking and jointing including cost of jointing materials but excluding excise duty etc, complete as per standard Specification.
5
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Constructing masonry chamber of inside dimensions as mentioned below with Country Brick, brick work in CM 1:5 (1 cement : 5 coarse sand) for sluice valve, with CI Surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and top RCC Precast slab 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) with necessary earth work excavation including refilling the sides of foundation, foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 grade stone aggregate 40mm nominal size) and inside plastering with CM 1:5 (1 cement : 5 coarse sand) 12mm thick finished with a floating coat of neat cement, complete as per standard design and shown in the drawings. 900x 750x1500mm clear inside dimensions.
5
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Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rows including painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by TWAD Board officers. As per TWAD SOR 2024 - 25, Page No. 209
1600
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Plain Cement Concrete 1:2:4 (one part of cement, two part of Crushed Stone Sand (M- Sand) and four 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
154
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Testing of 90mm & 110mm dia HDPE pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete. As per TWAD SOR 2024 - 25, Page No. 173
10963
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Testing of 140mm dia HDPE pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc., complete. As per TWAD SOR 2024 - 25, Page No. 174
525
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Conducting Geophysical survey, quality and quantity test and transportation charges etc, (This includes labour charges in the field, rent of the vehicle for reaching the place, rent of the instrument and excluding charges for the geologist)
2
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Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to 200mm dia direct or reverse rotary mud circulation method using rotary rigs fuel, labour and drilling bentonite and water required for drilling at site including construction of mud pit. - Upto 60m Depth. As per TWAD SOR 2024 - 25, Page No. 198
120
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Reaming 140/150mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer. As per TWAD SOR 2024 - 25, Page No. 199
120
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Supply and delivery of unplasticised ribbed screen PVC casing pipe of the 200mm dia with screwed and socket end and centering guide for every 15m length of pipes as per IS / 12818 / 92 and as amended from time to time to suit the borewell upto 80m depth (C.M) with ISI marking including, loading, unloading, freight, stacking and transit insurance charges etc, complete. As per TWAD SOR 2024 - 25, Page No. 6
-
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With Slot
60
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Without Slot
60
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Labour Charges for inserting PVC casing pipes of 200 mm OD PVC Casing Pipes Assembly assembly (with slots or without slots) in the drilled hole including the jointing the pipes with PVC couplers with cement paste etc. complete. As per TWAD SOR 2024 - 25, Page No. 201
120
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Supply and delivery of PVC Casing pipe confirming to IS of 250mm dia with ISI marking including, loading, unloading, freight, stacking and transit insurance charges etc, complete. As per TWAD SOR 2024 - 25, Page No. 11
60
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Labour Charges for inserting 250mm dia (PVC Casing pipes assembly with slots or with out slots) in the drilled hole including welding the joints etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Departmental Officers. As per TWAD SOR 2024 - 25, Page No. 201
60
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Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation, labour and fuel charges for compressor as directed by Departmental Officers and conducting yield test by 'V' notch method. As per TWAD SOR 2024 - 25, Page No. 201
16
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Supply and fixing of G.I. pipes (Medium)of 100mm dia in size as per IS 1239 / Part I / 90 for submersible pump in Bore well . The rate shall inclusive of all labour charges and freight charges etc, complete. As per TWAD SOR 2024 - 25, Page No. 27
720
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Supply and fixing of 600lpm and 75m head in Bore Well Submersible Pumpset with ISI mark IS 14220 with all accessories, excluding Panel Board including cost and conveyance of all materials to site etc,complete as per standard specification. As per TWAD SOR 2024 - 25, Page No. 106
2
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Labour charges for the erection of 15 Hp submersible pump set in bore well/open well including fixing and jointing submersible cable with proper clamps up to the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges up to the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventer, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pump set and trail run for 10 days. As per TWAD SOR 2024 - 25, Page No. 204
2
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Supply and laying of PVC insulated and sheathed 3 core 16 sq.mm Flat type copper cable confirming to IS 694/ 1990 etc complete as per standard specification. As per TWAD SOR 2024 - 25, Page No. 124
120
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Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/Three Phase/50HZ(± 5%) and 415 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately). As per TWAD SOR 2024 - 25, Page No. 120
2
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Supply and delivery of 1.1 KV grade 3 core PVC insulated PVC sheathered, armoured Aluminum conductor cable of size 70 sq.mm with ISI marking conforming to IS 1554 of reputed make to be laid connecting Isolator and starter. As per TWAD SOR 2024 - 25, Page No. 124
620
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Laying the 1.1 KV grade 3 core PVC insulated PVC sheathered, armoured Aluminum conductor cable of size 70 sq.mm from Isolator to starter with proper anchoring etc. complete with earthwok. As per TWAD SOR 2024 - 25, Page No. 126
600
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Laying the 1.1 KV grade 3 core PVC insulated PVC sheathered, armoured Aluminum conductor cable of size 70 sq.mm from Isolator to starter with proper anchoring etc. complete without earthwok. As per TWAD SOR 2024 - 25, Page No. 126
20
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Jointing the 1.1 KV grade 3 core PVC insulated PVC sheathered, armoured Aluminum conductor cable of size 70 sq.mm including cost of lugs, cables, glands etc. wherever necessary as per IE Rules. As per TWAD SOR 2024 - 25, Page No. 125
4
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Provision for GST 18% CGST-9%, SGST-9%
1
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