Municipal Administration Department Tender

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Municipal Administration Department Tender

Works
Civil And Construction
Drainage Work
Opening Date15 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 15,70,668 
Notes
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Drainage work;Construction of sewer circular manhole as per type design using flyash bricks of size 225x10x6 cms having minimum crushing strength 75kgs per sqm as per IS:12894-1990 Class 7.5 in CM (1:3) Prop; including CC (1:4:8) bed for foundation and M15 (1:2.5:5) prop using 20mm HG metal for benching and channels, inside plastering with 20mm thick using sulphate resisting cement in Cm 1:3 Prop and out side plastering with 20mm thick using OPC in CM 1:3 prop the foundation concrete in CC (1:4:8) prop using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block masonary where ever necessary including finishing the gap with CM 1:3 prop on both sides including excavating pits up to require depth in all types of soils and supply and fixing 560mm dia manhole frame and cover (HD 20) and PVC encapsulated stapes including cost and conveyance of all materials, labour and all other incidental and operational charges etc., of work. 1.20 m dia Manhole, 1.65 m depth

10

25627

256272.8

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Drainage work;Rate for every 0.1m extra depth over 0.9 m

48

987

47412

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Drainage work;Construction of sewer circular manhole as per type design using flyash bricks of size 290x225x140 cms having minimum crushing strength 75kgs per sqm as per IS:12894-1990 Class 7.5 in CM (1:3) Prop; including CC (1:4:8) bed for foundation and M15 (1:2.5:5) prop using 20mm HG metal for benching and channels, inside plastering with 20mm thick using sulphate resisting cement in Cm 1:3 Prop and out side plastering with 20mm thick using OPC in CM 1:3 prop the foundation concrete in CC (1:4:8) prop using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block masonary where ever necessary including finishing the gap with CM 1:3 prop on both sides including excavating pits up to require depth in all types of soils and supply and fixing 560mm dia manhole frame and cover (HD 20) and PVC encapsulated stapes including cost and conveyance of all materials, labour and all other incidental and operational charges etc., of work. 0.9 m dia Manhole, 0.9 m depth

24

12308

295396.8

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Drainage work;Manufacture, Supply and Delivery of Rubber rings to suit R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985.

114

301

34323.12

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Drainage work;PHE-LRCS-6: Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985

285

242

69081.15

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Drainage work;MANUFACTURE, SUPPLY AND DELIVERY OF 450 DIA R.C.C. SOCKET AND SPIGOT NP-3 PIPES CONFORMING TO B.I.S. 458/2003 EX-FACTORY (RATE PER METER OF EFFECTIVE LENGTH) INCLUDING TRANSPORTATION,TAXES & DUTIES.(NON-PRESSURE)

285

2319

661074.6

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Drainage work;PHE-LJSW-13: Supply, Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and Spun yarn including cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72) 300 mm dia SWG sp-1 pipe

20

2275

45504

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Drainage work;BLD-CSTN-2-2(10) : Earth work excavation in Ordinary soils by Mechcanical Means-Upto 3 m depth for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).

358.2

128

45931.99

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Drainage work;BLD-CSTN-2-7 - (15) ; Earth work excavation in Hard rock (blasting prohibited)-Upto 3 m depth for pipeline trench and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).

15.39

2323

35763.44



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