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Re Excavation Of Water Harvesting Structure Of Chandpur To Habibar Khal Re Excavation Of Water Harvesting Structure (Excavation 8 Inlet And Outlet Structure One Display Board ) Of Chandpur To Habibar Khal Of Goberia Mouza Of Khasbalanda G.P In Haroa Block, chandpur-West Bengal

Water Resources Department-WRD has published Re Excavation Of Water Harvesting Structure Of Chandpur To Habibar Khal Re Excavation Of Water Harvesting Structure (Excavation 8 Inlet And Outlet Structure One Display Board ) Of Chandpur To Habibar Khal Of Goberia Mouza Of Khasbalanda G.P In Haroa Block. Submission Date for this Tender is 08-02-2022. Water Harvesting Tenders in chandpur West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

30805772
Re Excavation Of Water Harvesting Structure Of Chandpur To Habibar Khal Re Excavation Of Water Harvesting Structure (Excavation 8 Inlet And Outlet Structure One Display Board ) Of Chandpur To Habibar Khal Of Goberia Mouza Of Khasbalanda G.P In Haroa Block
Open Tender
Indian
West Bengal
chandpur
08-02-2022

Tender Details

Re Excavation Of Water Harvesting Structure Of Chandpur To Habibar Khal Re Excavation Of Water Harvesting Structure (Excavation 8 Inlet And Outlet Structure One Display Board ) Of Chandpur To Habibar Khal Of Goberia Mouza Of Khasbalanda G.P In Haroa Block Within The Jurisdiction Of Barasat Am Division

Key Value

Document Fees
Refer document
EMD
INR 27419.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Re-excavation of Water Harvesting Structure (Excavation , 8 Inlet & Outlet Structure , One Display Board ) of Chandpur to Habibar Khal of Goberia Mouza of Khasbalanda G.P in Haroa Block within the jurisdiction of Barasat (A-M) Division in the district of North 24-Parganas under Core Sector Program 2021-22
Sl. No. Item Description
1Bailing out water by pump including all leads and lifts and including makingallarrangementsfordisposal,wherecontinuousflowor seepageofwaterisencounteredandratingofpumpsandhoursof operation is specifically ascertained as per direction of the Engineer- in-charge
2Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge.
3Cutting, uprooting of roots & stumps of trees of different girth upto 1 meter depth below groundlevel or bed level & filling the rootholes bysoilandremovalofbranches,roots&stumpsetc.including carriageandstackingasperinstructionoftheEngineer-in-charge (Measurement of girth at breast height of 90 cm) (b) Banana cluster/ Pineapple
4Excavation 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 of required bucketcapacityincludingcuttingandloadingintippers,trimming bottomandsideslopesinaccordancewithrequirementoflines, grades and cross section and transporting to embankment/ disposal sitewithinallliftsandleadupto1500mincludingspreading, leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post worl) a) For Excavation of Canal
5Dressingandchilchallingflanksorslopeofembankmentincluding fillingwithearthorcuttingupto150mm.averagethicknessand ramming properly after sprinkling water.
6Supplying,dressingandstackingatsitebamboopinsabove5cm. diameterandupto7.5cm.diameter.(Dia.Tobemeasuredatmid length)
7Driving bamboo pins where boats are not necessary.
8Supply of empty cement polythene bagsin good condition
9Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:-Volumeofearth/sandfilledbagsshouldnotbelessthan
10Supplying,fitting,fixingwithironnailshalfsplitbamboowailing pieses (av. dia. of bamboo not less than 50 mm.)
11Earthwork in excavation for foundation of structures upto3mdepthasperdrawingandtechnicalspecification Clause1104forRuralRoadsofMORDincludingsettingout, constructionofshoringandbracing,removalofstumpsand otherdeleteriousmatter,dressingofsidesandbottomand backfilling with approved material.
12Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
13Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. a) Pakur Variety.
14Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth .
15Earth 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.
16Plaster (to wall, floor, ceiling etc.) with sand and cement mortar includingroundingofforchamferingcornersasdirectedand rakingoutjointsincludingthroating,nosinganddripcourse, scaffolding/stagingwhere necessary (Ground floor).[Excluding cost of chipping over concrete surface]With 1:4 cement mortar. 20 mm thick plaster, in ground floor
17Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. NOTE : Cement 0.152 cu.m. per 100 sq.m.
18Providing and laying reinforced cement concrete pipe NP4with spigotsocketfor culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.(D) 600 mm dia [ Ref: ? 381.00 + Analysis for cost of carriage & Materials attached]
1918mm.to22mm.thick,kotastoneslabsetin20mmthick (avg)cementmortar(1:4) infloor,stair&lobbyincluding pointing in cement slurry with admixture of pigment matching the stone shade,including grinding & polishing as per direction ofEngineer-in-chargetomatch withtheexistingwork. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m]
20Painting block letters or digits in Black Japan or any approved paint as per direction. c) Size above 4 cm. and upto 5 cm.
21d) Size above 5 cm. and upto 7.5 cm
22Extra carriage of materials by cart/boat/head load besides initialtransportofconstructionmaterialsbytruck(fromroad to work site) 4 % of Total(except it No. 4,11 & 15)
23Add GST 5 % of Total( item No. 1 to 21)
24Add CESS 1 % of Total( item No. 1 to 22)
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