Municipal Administration And Water Supply Department Tender

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Municipal Administration And Water Supply Department - MAWS Tender

Works
Civil And Construction
Construction Material
Pipe Line Project
Eprocure
Opening Date11 Mar 2025
Closing Soon14 Mar 2025
Tender Amount₹ 19,54,000 
Notes
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Costs

Summary

Supplying And Laying Of 200mm Di K7 Pipe And Specials To Government High Hospital To Kashpa Oht

Description

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Documents
Supplying and Laying of 200mm DI K7 Pipe and specials to Government High hospital to Kashpa OHT
Supplying and Laying of 200mm DI K7 Pipe (480.00meter Length) and specials to Government High hospital to Kashpa OHT ward no. 09 in Arcot Municipality
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BOQ Items

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DO_NOT_SHOW

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100mm SLUICE VALVE

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Flange Standard -80 - 200mm

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200mm SLUICE VALVE

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Flange Standard 80 - 200mm

156

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200mm DI 200mm x 80 mm Reducer

186

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200mm DI 200mm x 100 mm Tee

63

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200mm DI Tee

93

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300mm DI Tee

180

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300mm Mechanical Joint Collars

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Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m inthe following classification including otherincidental charges such as 'barricading etc excluding refilling in hard stiff clay,stiff blackcotton,hard red earth,shales,murram,gravel,stoneyearth and 'earth mixed with small size bouldersand hard gravelly soil for laying of follwing sizes of pipes and as directed by Engineer-in-charge - (TWAD SOR CL. NO.IV-D PG. NO.-295)

480

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Refilling with excavated soil (other than sand)complying with standard specification in layers of 15cm watered well rammed and consolidated after the pipes and specials are laid,jointed and tested etc. and removing anddepositing the surplus earth at the places shown and as directed by Engineer-in-charge - (TWAD SOR CL. NO.IV-D PG. NO.-295)

480

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Lowering DI pipes to trench and laying to proper grade and alignment etc., complete and as directed by Engineer-in-charge - (TWAD SOR CL. NO.7a(i) PG. NO.-258)

480

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Jointing the DI pipes and specials with rubber gaskets ( tyton joint ) including cost of lubricants testing to the required pressure with water ( including cost of jointing materails ) etc., complete and as directed by Engineer-in-charge - (TWAD SOR CL. NO.8.b PG. NO.- 262)

96

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Valve Chamber :Construction of masonry valve chamber: 1) Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum, 2) Plain Cement Concrete 1:4:8 using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification, 3) Brick work in CM 1:5(one cement & five sand) using ground moulded country bricks of size 8.75 inch X 4.25 inch X 2 3/4 inch standard specification including finishing, curing, etc., completecomplying with standard specification - 100cft. 2)Plastering with cement mortar (1:3) 12 mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications(S.I.309), 3) RCC (M20) Precast Slab of 0.15m thickness using 20mm thick hard broken stone jelly and river sand excluding the cost of reinforcement grills and fabrication charges but including moulding, curing, finishing charges and fixing in position neatly complying with standard specification and as directed by the Departmental Engineer etc. complete, 4) Supply and Fixing of Cut Stone Slab all faces dressed including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification, 5) CI surface box at a of size 100x125x150 mm conforming to IS 3950 having hinged and weighting not less than 14 kg.The surface box shall be fixed on top of the RCC cover slab during the casting of slab for key rod operation. The surface box shall be painted with 3 coatsof black bitumastic paint, 6) Refilling the trenches with suitable excavated earth available in layers of 150 mm thick, watering, ramming & consolidation complete as directed by the Engineer in charge, 7) Conveyance of excess earth to a distance not exceeding 5km as directed by the Corporation Engineer including cost of loading, transportation and unloading charges etc complete (Total Earthwork Quantity - Refilling Quantity), 8) 200 mm DI D/F Gate Valve PN 16 in 150mm DI main with fixing of DI Specials as per IS 9523/2000 including loading, transportation and Stacking Charges as per the following sizes as per the drawing, details of valves and specials as below of Chamber Size 1.6 m x 1.1 m x 1.4 m - Data - 46

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Provision for Goods and Service Tax @ 18%

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