Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Pipe Line Project
Eprocure
Opening Date13 May 2025
Closing Date26 May 2025
Tender Amount₹ 92,00,000 
Notes
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Costs

Summary

Tiruppur Corporation_retro Fitting Of Existing Water Supply Pipe Line From Avinashi To Mettupalayam Road (from 0/0 13/0 Km) Due To Four Laning Works By Highways Department, Avinashi Sub Division Under Coimbatore Division.

Description

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BOQ Items

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DO_NOT_SHOW

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First depth of 0 m to 2.00 m below GL

87

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Earth work excavation for foundation in medium rock and densc medium rock not requiring blasting ctc., depositing on bank with an intial lead of 10m and initial lift of 2m in Hard stiff clay,stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil etc complete

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For 813 mm MS pipe 0 to 2.00 belowGL

35

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Supply,delivery of 813 MM M.S PIPE as per IS 3589/2001 with internal lined plant applied cement mortar lining 1:2 thick range 6 mm to 12 mm as per IS 3589;2001, externally coated with plant applied CM 1:3 minimum 20 mm thick including reinforcment as per clause A-p of ANNEX-A OF IS 3589;2001 and as directed by officers,

25

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Supply,delivery of following size 219 mm M.S PIPE in as per IS 3589 / 2001 bare pipe fabricated with FE 410 grade with external coal tar enamel wrapping as per IS-15337-2013 and as directed by officers,

150

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Lowering of M.S pipes and specials into the trenches and laying to proper grade and alignment and as directed by the officers

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813mm x 18 mm MS pipe

25

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219x6.3mm MS pipe

150

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Welding the joints of MS pipes with approved quality electrodes one pass inside and two pass outside including cost of electrodes,hiring of welding machines with D.G set etc complete as directed by the engineer incharge

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813mm x 18 mm MS pipe

3

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219mm x 6.3 mm MS pipe

33

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Fabrication , casting of 200 MM Air valve with flange,gasket material,welding,consumables, manpower,crane cost etc..as directed by the engineer incharge.

10

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Fabrication , casting of 800 MM Scour valve with flange,gasket material,welding,consumables, manpower,crane cost etc..as directed by the engineer incharge.

1

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Barricading work (where the lines are in narrow width of Municipality areas, busy street like market, bus standand highways etc,.) for laying of pipe line using casurino poles at 1.50 m centre to centre (8.00 cm to 10.00 Cm dia and 1.80 m height) vertical with horizontal force in two rows ,painting the vertical force in the road faceing sides with ready mix paint, tying the verical and horizontal poles with coir rope including supply delivery and fixing GI sheets (0.90 mX 0.80 mm thick the horizontal force and fixing 75 mm 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 the departmental officers

350

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Refilling the trenches with excavated earth (other than sand) in layers and watering,ramming and consolidation as per standard specification etc complete and as directed by Engineer in charge .

222.73

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Dewatering using 15 HP diesel engine pumpset including Hire charges,cost of Diesel,Engine oil, pump operator,labour charges,conveyance of pumpset and fuel to site and back,loading,unloading and any other incidental charges etc., complete,

302

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Dismantling the existing Plain Cement Concrete for existing Airvalve and scour valve Chambers including removing the debris from the site and stacking useful material at work site for reuse etc., complete complying with standard specification

15.83

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Dismantling the existing Reinforced Cement Concrete for existing Airvalve and scour valve Chambers including removing the debris from the site and stacking useful material at work site for reuse etc., complete complying with standard specification

68.92

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Constuction of RCC valve chamber of following specification. A base concrete should be Pcc 1:4:8 mix using 40 mm metal to a thickness of 10cm.The base slab of the chamber should be 15cm thick and the side wall 15cm thick on all sides and the cover slab should be RCC M30.Necessary earth work should be done with enough space for outer centering and fixing of 60cm X 60 cm CI man hole cover with frame etc complete as directed by the engineers.

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Inner size- 1.50x1.50 x 2.0 m ( for 200 mm dia Air valve for 1800 mm dia pipe)

10

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Inner size- 2.2x2x2.4 m ( for 800 mm dia sluice valve for 1800 mm dia pipe)

1

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Dismantling the existing Air valve & sluice valve and butterfly valve specials with proper anti corossive liquid as per standard specification.

11

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Supply delivery and fixing of 200 mm dia Tamper proof DI single chamber double orifice trible function ( veltilating admitting and ventilating during operation) Air release valves pressure rating PN 10/16 with body and cover made of ductile iron of grade 3G 40 or GGG50 , confirming to IS 1865 with food grade epoxy coating inside and for outside of colour blue RAL 5005 . all internal parts such as flot shell etc,. cover bolts made of Austenitic alloy steel of AISI#)$/316 gaskets and seals of EPDM / Neoperm rubber for TWAD board works any where in Tamilnadu and with 5 years guarenty etc., as directed by the engineers.

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200 mm DI single chamber Air Valve

10

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Supply delivery and fixing of 200 mm dia DI D/F Gate (Sluice valves (soft seated resilient seated soft sealing Gate valves (Sluice Valves) with body bonnet of Ductile cast without glant packing and with 3.0 Ring fully rubber lined with RDPM replaceable spindle nut without gland packing and with 3 o - ring protection on the shaft and seals of NBR and the valves should be of vacum tight and 100 % leak proof with facedimensions as per the BS 5163-89/ IS 14846-2000/DIN3202 F$, All the valves should be with electrostatic poder coating both inside and out side with pocket less straight through body passage. All the vaves are to be comatible for burried application with pressure rating PN10 / 16 and with 5 years warrenty.

10

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Supply, delivery and fixing of following size of CI D/F sluice valve with cap/ wheel as per IS 14846/2000 PN 1.0 with isi marking with necessary rubber insertions, bolts & nuts including loading, unloading and transporting charges etc., complete as per standard specification and as directed by engineers of the following sizes.

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800mm CI Sluice Valve for Scour Valve

1

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Providing and laying in position standardised Reinfored Cement Concrete M20 Design Mix in accordance with IS 456-2000 using 20mm and hard broken jelly for all RCC items of works with minimum cement content of 3250kg/10cum and maximum water cement ratio of 0.50 including 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 directed by the departmental officers. The Coarse and fine aggregates to be used should comply with the requirements of IS standards

7.14

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Cleaning the heavy jungle at pipe laying and valve fixing areas etc., complete

350

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Add GST @ 18%

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