Directorate Of Municipal Administration Tender

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The DMA has issued a formal invitation for competitive bids for the Directorate Of Municipal Administration project, for Replacement Of Ugd Pipe Line And Rising Mh Chembers In Ward 28 In Javaar Street In Ward No 30 Near Sunni Kunitana Masjid Cowl Bazar In Ballari. in Ballari, Karnataka, with an estimated contract value of Rs. 2,12,000. The bid opening date for this tender is 15-01-2025 and the last date for bid submission is 22-01-2025. Interested bidders for Directorate Of Municipal Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Directorate Of Municipal Administration - DMA Tender

Works
Civil And Construction
Pipe Line Project
Opening Date15 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 2,12,000 
Notes
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Costs

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code02 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technica specifications including setting out construction of shoring struttingbarricading caution lights bracing using sight rails bonding rods at every 100 mm whevere necessary directed removal of slumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. CMSR 21 22 Vol1 P.no 10 Ordinarysoft rock Depth upto 1.50 m ---- APPROVED

5.84

343

2005.164

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code06 - KSRB 127Making connection of drian or sewer line external dia with existing manhole chambers includingBreaking into and making good the walls floor with cement concrete M15 with 20mm and downsize granite metalcement plastered on both sidesof mix13finished with a floating coat of neat cementand making necessary channels for the drianincluding cost of materialslabours chargescuringcomplete as per specifications specificaton No.KBSPWD SR 1819 I.NO 11.48KSRB127.2 ---- APPROVED

2

2825

5650

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code10 - Repairs to Machinehole for different depths including removal of debris levelling the brick masonry construction of brick masonry upto Ground level providing CC coping alround the MH cover plastering both inside and outside to the brick masonry and fixing of manhole frame and cover curing refilling with appurtenances complete CMSR2122 VOL5 I.NO T461T461A 27.1 Up to 0.30m depth ---- APPROVED

3

7756

23269.05

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code03 - Providing course Murrum bedding for pipe line trenches including watering and conslidation by punners with all lead and lift etc.complete In Black Cotton and rock reaches. ---- APPROVED

2.98

380

1132.4

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code04 - Supplying UNPLASTICISED PVC pipes conforming to IS 160982013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite rolling and lowering into trenches laying true to line and level and perfect linking at joints testing and commissioning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes with cost of elastomeric sealing rings and specials excluding cost of specials with jointing of approved type with all labour lead lifts including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS contractor will make his own arrangements for procuring water for testing etc. forcmsr 2122vol5P.No 135I.No2.10M020J 160 mm dia Upvc pipe SN 8 ---- APPROVED

35

710

24879.75

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code07 - Refilling the pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering consolidation in layers of 15 cms thickness including disposing off the surplus earth with a lead of 200 Mtrs CMSR 202122 P.no 7I.No 1.10 ---- APPROVED

38.68

125

4835

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code01 - Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technica l specifications including setting out construction of shoring struttingbarricading caution lights bracing using sight rails bonding rods at every 100 mm whevere necessary directed removal of slumps and other deleterious matter dressing of sides and levelling the bottom of trench to the extent required utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. CMSR 21 22 Vol1 P.no 10 Ordinarysoft rock Depth upto 1.50 m ---- APPROVED

38.68

355

13731.4

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code08 - Supplying PVc Ringtite pipes conforming to IS 49852000 with latest amendments and conveying to worksite rolling and lowering into trenches layiang true to line and level and perfect linking at joints testing and commissioning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type with all labaour with all lead lift including encasing the pipe alround to a deopth of not less than 15 CMs with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to therequired pressure as per ISS Contractor will make his own arrangements for procuring water for CMSR 202122 P.no 134I.No 1.71.8 110mm dia PVC 6kgsqcm ---- APPROVED

30

413

12411



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