Municipal Administration And Water Supply Department Tender

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The MAWS has issued a formal invitation for competitive bids for the Municipal Administration And Water Supply Department project, for 26-construction Of 2.00 Ll Capacity Oht And Laying Pipe Line In Tharaikadu Ward No 01 In Pernambut Municipality in Vellore, Tamil Nadu, with an estimated contract value of Rs. 88,50,000. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 10-06-2025. Interested bidders for Municipal Administration And Water Supply Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date28 May 2025
Closing Soon10 Jun 2025
Tender Amount₹ 88,50,000 
Notes
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Costs

Summary

26-construction Of 2.00 Ll Capacity Oht And Laying Pipe Line In Tharaikadu Ward No 01 In Pernambut Municipality

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
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Plinth Beams

5

100

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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.

10

53

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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

10

10

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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

11

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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

1

-

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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

100

-

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Plain Surfaces at 15.30m to 16.30m

95

53

-

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Plain surfaces - 19.30 to 20.30m

109

10

-

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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

11

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Square Column 3.30m to 4.30m

14.5

1

-

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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

100

-

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Square Column 6.30m to 7.30m

14.5

53

-

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Square Column 7.30m to 8.30m

14.5

10

-

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Square Column 8.30m to 9.30m

14.5

11

-

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Square Column 9.30m to 10.30m

14.5

1

-

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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

100

-

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Square Column 12.30m to 13.30m

14.5

53

-

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Square Column 13.30m to 14.30m

14.5

10

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Square Column 14.30m to 15.30m

14.5

11

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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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-

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Curved Surface 16.30m to 17.30m

110

1

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Curved Surfaces 17.30m to 18.30

62

-

-

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Curved Surfaces 18.30m to 19.30

62

100

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Curved Surfaces 19.30m to 20.30

62

53

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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

10

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Circular Column 3.30m to 4.30m

1.5

11

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CircularColumn upto 3.30m

1.5

11

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Circular Column 3.30m to 4.30m

1.5

1

-

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Circular Column 4.30m to 5.30m

1.5

-

-

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CircularColumn 5.30m to 6.30m

1.5

100

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CircularColumn 6.30m to 7.30m

1.5

53

-

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CircularColumn 7.30m to 8.30m

1.5

10

-

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CircularColumn 8.30m to 9.30m

1.5

11

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Circular Column 9.30m to 10.30m

1.5

1

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CircularColumn 10.30m to 11.30m

1.5

-

-

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Circular Column 11.30m to 12.30m

1.5

100

-

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Circular Column 12.30m to 13.30m

1.5

53

-

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Circular Column 13.30m to 14.30m

1.5

10

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Circular Column 14.30m to 15.30m

1.5

11

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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

1

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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

100

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For 7.32m to 10.98m Above G.L

12

53

-

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For 10.98m to 14.64m from G.L

5

10

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For 14.64m to 18.30m from G.L

38

53

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For 18.30m to 21.96m from G.L

23

10

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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

11

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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

1

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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 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

100

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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

53

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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

10

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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

11

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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

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 900x1200mm clear inside dimensions

1

100

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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

53

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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

10

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Earth work excavation for Pipe Laying work by removing dense medium rock using controlled blasting method by drilling blast holes using compressor and jack hammer including dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour for filling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited

2000

11

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supply and delivery of HDPE PIPES and as directed by the departmental Officers, including cost and conveyance of HDPE Pipes etc., complete as per the standard specifications.

2000

10

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Lowering pipes and specials to trench and laying to proper grade and alignment and as directed by the departmental Officers, including cost of labour charges for lowering in proper position and alignment etc., complete as per the standard specifications.

2000

22

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Jointing HDPE Pipes and Specials by 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 arrangements etc., complete as per directed by TWAD Board Officer

375

-

-

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Refilling with excavated soil (other than sand) complying with the standard specification for filling in foundation for pipe laying work, including cost of labours etc., complete as per the standard specifications

2000

1

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Supply and delivery of HDPE BEND and as directed by the departmental Officers, including cost and conveyance of HDPE Pipes etc., complete as per the standard specifications

50

-

-

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Supply and delivery of HDPE TEE and as directed by the departmental Officers, including cost and conveyance of HDPE Pipes etc., complete as per the standard specifications.

50

100

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Earthwork excavation above water level in light or sandy soil for infiltration gallery, syphon or connecting pipeline and connected works including refilling complete

180

53

-

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Providing and laying of G I PIPES (MEDIUM) AS PER IS 1239/PART I/2004

750

10

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Supply and Delivery of GI specials

-

-

-

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GI Coupling

10

11

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GI Bend

10

10

-

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GI Union

10

22

-

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GI Tee

10

-

-

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Refilling with excavated earth in layers of 30 cm watered well rammed and consolidatred conforming to standard specification including labour charges as directed by Engineer in Charge

157

1

-

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GST 18%

1

22

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