Municipal Administration Department Tender
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Costs
EMD
₹ 9,418Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
562994Tender No
E1/2063/57/2024-25Tender Authority
Municipal Administration Department ViewPurchaser Address
-Website
http://tender.telangana.gov.in
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Documents
BOQ Items
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Laying of Piped Drain;Construction of sewer circular conical manhole as per type design using flyash Bricks of size 290x225x10mm having minimum Crushing strength 75 Kgs Per Sqm as per IS:12894-1990 - CLASS - 7.5 using Sulphete resisting cement in CM (1:3) prop, including CC (14:8) bed for foundation and of M15 (1:2.5:5) prop using 20mm HG metal for benching and channels, inside plastering with 20mm thick using Sulphete resisting cement in CM (1:3) prop, and outside plastering with 20mm thick using OPC in CM (1.3) prop, the foundation concrete in CC (1:4:8) prop. using 40mm nominal 3 size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop. on both the sides including excavating pits upto required depth in all types of soils and supply and fixing of 560mm dia manhole frame and cover (HD-20) and PVC encapsulated steps including cost & conveyance of all material, labour and all other incidental and operational charges etc., complete.0.90m dia x 0.90m depth
26
13311
346110
... More
Laying of Piped Drain;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) 250 mm dia
120
1689
202765
... More
Laying of Piped Drain;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) 200 mm dia
226
1037
234461
... More
Laying of Piped Drain;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) - up to 3.00Mts. below GL: Excavation in Hard Rock in habitant areas where conventional blasting can not be done for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and disposal of rock upto a lead of 50 m, including all incidental and operational charges etc., complete
16.82
2340
39372
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Laying of Piped Drain;Earthwork in excavation for pipeline trenches as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (RBR-FNDN-1 Machanical Means)
280.26
129
36254
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