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Restoration Of Water Bodies For Flood Mitigation During Rain And Drought Proofing During Summer At Harinasuli Khas Bandh Mouza-Purba Harnasuli Jl 829 Plot1021 1140 At Kadr Uttarbil Gp Under Garhbeta I Block In The District Of Paschim Medinipur, garhbeta-West Bengal

Paschimanchal Unnayan Parshad has published Restoration Of Water Bodies For Flood Mitigation During Rain And Drought Proofing During Summer At Harinasuli Khas Bandh Mouza-Purba Harnasuli Jl 829 Plot1021 1140 At Kadr Uttarbil Gp Under Garhbeta I Block In The District Of Paschim Medinipur. Submission Date for this Tender is 11-10-2023. Water Supply Tenders in garhbeta West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

39889107
Restoration Of Water Bodies For Flood Mitigation During Rain And Drought Proofing During Summer At Harinasuli Khas Bandh Mouza-Purba Harnasuli Jl 829 Plot1021 1140 At Kadr Uttarbil Gp Under Garhbeta I Block In The District Of Paschim Medinipur
Open Tender
Indian
West Bengal
garhbeta
11-10-2023

Tender Details

Restoration Of Water Bodies For Flood Mitigation During Rain And Drought Proofing During Summer At Harinasuli Khas Bandh Mouza-Purba Harnasuli Jl 829 Plot1021 1140 At Kadr Uttarbil Gp Under Garhbeta I Block In The District Of Paschim Medinipur

Key Value

Document Fees
Refer document
EMD
INR 128500.0 /-
Tender Value
INR 64.09 Lakhs /-

BOQ Items

Name of Work: RESTORATION OF WATER BODIESFOR FLOOD MITIGATION DURING RAIN AND DROUGHT PROOFING DURING SUMMER ATHARINASULI KHAS BANDH ,MOUZA-PURBA HARNASULIJL NO- 829 ,PLOT NO-1021/1140 AT KADRA UTTARBIL GP.UNDER GARHBETA -I DEV. BLOCK IN THE DISTRICT OF PASCHIM MEDNIPUR
Sl. No. Item Description
1Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
2Balling out stagnant water by pump on any other means including all lifts and making all arrangement for disposal as per direction of the Engineer-in-charge.
3Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator or any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
4Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavatoror any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. ( mode of measurement: pre work and post work)
5Excavation in soft weather rock / solt laterite rocks for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavatoror any other means including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment / disposal site within all lifts and lead upto 1000 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement: pre work and post work)
6Extra rate where land is to be arranged by the contractor on item no. 3 ,4,5 for disposal of spoils.
7Dressing and chilchalling flanks or slope of embankment including filling with earth or cutting upto150mm.average thickness and ramming properly after sprinkling water.
8BATHING GHAT :
9Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
10Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
11(A) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
12Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
13Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A PCC Grade M20(Pakurvarity)
14Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. RCCGrade M-20 (i) Pakur Variety (Rate as per analysis)
15Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor (Rate as per analysis) (i) Tor steel OTHER THAN JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL
16Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (b) 15 mm thick plaster
17Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
18Display Board
19ADD GST @12%
20ADD LABOUR WELFARE CESS @1%
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