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Tender For Work Of Laying Water Line For Water Supply Under The Scheme Developed In Highway City Extension Part-3. - Earthwork Excavation In Foundation Etc In Ordinary Soil (Loam Clay Or Sand) Including Ift Upla 15 M Lead Upto 50M Including Fling Watering, kanpur-Uttar Pradesh

Kanpur Development Authority has published Tender For Work Of Laying Water Line For Water Supply Under The Scheme Developed In Highway City Extension Part-3. - Earthwork Excavation In Foundation Etc In Ordinary Soil (Loam Clay Or Sand) Including Ift Upla 15 M Lead Upto 50M Including Fling Watering. Submission Date for this Tender is 22-07-2025. Water Pipe Line Tenders in kanpur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

50120937
Tender For Work Of Laying Water Line For Water Supply Under The Scheme Developed In Highway City Extension Part-3. - Earthwork Excavation In Foundation Etc In Ordinary Soil (Loam Clay Or Sand) Including Ift Upla 15 M Lead Upto 50M Including Fling Watering
Tender
Indian
Uttar Pradesh
Kanpur
22-07-2025

Tender Documents

Tender Details

Tender For Work Of Laying Water Line For Water Supply Under The Scheme Developed In Highway City Extension Part-3. - Earthwork Excavation in foundation etc in ordinary soil (Loam Clay or Sand) including ift upla 15 m lead upto 50m including fling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation as directed by Ertgineer- in-charge with lead of 50 m (PWD 51 Ng-2511 2 Supply Laying Jointing testing and commissioning of IS1 marked HDPE pipes (PE 80jas per IS 4984, including transportation upto the site, jointing bry Butt welding, providing and fixing all fittings le bends, lees, couplers, junctions tapers reducers, adopters, end caps, flanges with nut and boits for fwing of appurteniances complete in all respects. The fittinge shall have the pressure rating of 1.5 times of the pipe upto 160 mm dia pipe will be suppplied in coils only. The testing of pipe will have to be done at 1.5 times of the pipe rating for 2 hours (The excavatin will be under seperate item) (0 160 mm OD (PN6) 3 Supply/fixing of Air valve of app. Type ISI approved at sile/store 4 Supply and fixing of following size sluce valve with C/L/jointing 151 approved double fraged confirming to IS 780/84 class 2 DSR NO 18.31.3.2 5 (d) 150 mm dia 6 Construction of 1 20 x1.20x1.00m internal size sluice valve, air valve and fire hydrant as per standard design and specification of KDA & including 15 am thick cement concrele 1:46 base & channel, brick work 23 cm thick brick work thick in 1.4 cement & coarse sand mortar 12 mm thick cement plaster in 1.4 coment & coarse sand mortar & with neat cement finish with 15 cm thick RCC cover complete as per of Engineer in charge of work (analysis 7 (a)01:20x1.20x1.00 M 8 extra over for every additional depth of D. 10 mtr part 9 Dismentiling of flexible pavements Bituminus courses and disposal 10 Dismentlling of flexible pavements Granular courses and disposal 11 EW in Cutting or in embankment in ordinary soil excavation to be done in form of regular pits not exceeding 1/2 m in depth and work embankment to be in 20cm layers including ramming and dressing the surface to required level and slopes and also including 1.5 m lift and 30m lead 12 Prepration and consolidation of sub grade with power road roller of 8 to 12 tonne capacity 13 Sand filling in road portion including supply of all material & Labour T&P compete in all respect (Ch-1 sn-7(b)) 14 Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavater at OMC and compacting with vibratory roller to achieve the desired density complete as por clause Morth 401 15 Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tpper to site, laying in uniform layers with paver in sub base/ base course on well prepared surface and compacting with vibratory roller to archive the desired 16 Providing and applying priming coat with bitumen VG-10 on prepared surface of granular base including cleaning of road surface and spraying VG 17 Providing and applying Tack coat with bitumen VG-10 Pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom MORTH 503 18 Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing on average output of 75 tonnes per hours using crushed aggregates of specified grading premixed with bituminous binder 3.4% of VG-30 transported to site laid over previously prepared surface with paver finisher to the required grade level and alignment and rolled as per class 501.6 & 501 7 to achieve the desired compaction complete in all respect 19 Providing and laying semi dense bituminous concrete with 100-120 ΤΡΗ type HMP producing on average output of 75 tonnes per hours using crushed aggregate of specified grading premix with bituminous binder @ 5% of CRMB55 and filler transporting the hot mix to work site laying with Hydrostatic pavers finisher with sensor control to the required grade level and alignment, roller with smooth wheeled vibratory and tendem rollers to achieved the desired compaction.complete in all respect. MORTH 508

Key Value

Document Fees
INR 3540 /-
EMD
INR 95000.0 /-
Tender Value
INR 47.02 Lakhs /-

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