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Construction Of Rcc Box (5.20 M X 2.50 M Clear Opening And 370 Meters Long ) To Cover Canal M For The Stretch Marked M3 To M4 In Action Area - Iiie, New Town, Kolkata., kolkata-West Bengal

West Bengal Housing Infrastructure Development Corporation Limited-HIDCO has published Construction Of Rcc Box (5.20 M X 2.50 M Clear Opening And 370 Meters Long ) To Cover Canal M For The Stretch Marked M3 To M4 In Action Area - Iiie, New Town, Kolkata.. Submission Date for this Tender is 10-10-2023. Canal Construction Tenders in kolkata West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

39740007
Construction Of Rcc Box (5.20 M X 2.50 M Clear Opening And 370 Meters Long ) To Cover Canal M For The Stretch Marked M3 To M4 In Action Area - Iiie, New Town, Kolkata.
Open Tender
Indian
West Bengal
kolkata
10-10-2023

Tender Details

Construction Of Rcc Box ( 5.20 M X 2.50 M Clear Opening And 370 Meters Long ) To Cover Canal M For The Stretch Marked M3 To M4 In Action Area - Iiie, New Town, Kolkata.

Key Value

Document Fees
Refer document
EMD
INR 1455941.0 /-
Tender Value
INR 7.27 Crore /-

BOQ Items

Name of Work: Constructionof RCC Box (5.20 m X 2.50 m clear opening & 370 meters long ) to cover Canal " M " for the stretch marked M3 to M4 in Action Area - IIIE, New Town, Kolkata.
Sl. No. Item Description
1Earth 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 for culvert
2Earth 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. b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring for culvert
3Filling in foundation or plinth by silver 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 for culvert (B) Do - by fine sand.
4Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand for culvert
5Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
6Ordinary Cement concrete (mix 1:1 1/2:3) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes. Pakur Variety for culvert
7Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)c) Steel shuttering or 9 to 12 mm thick approved quality ply board shutteringin any concrete work. culvert
8Reinforcement 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.
9Supplying ready mixed concrete of M 25 Grade with well graded stone chipsof 20 mm nominal sizecontaining designed quantity of cement per Cu.m ofwet concrete produced in computerised batching plant under controlledcondition using approved super plastisizer, designing concrete mix followingI.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer towork site depositing the mix on a platform erected for the purpose at requiredlevels of concreting and then placing the mix in its final location of formwork, compacting and curing the samecomplete as per specification &direction of theEngineer-in-charge including computerised batching planttransit mixer with all accessories vibrators etc. inclusive of all otherincidental charges in this connection complete but excluding cost of hirecharge of platform and its supporting staging which would be paid throughseparate item. [Cement to be supplied by the Manufacturer or supplier]In ground floor and foundation.) With approved concrete pump for culvert
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
11Earth 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)With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth. filling eathen bundh
12Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor
13Plaster (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] ) With 1:4 cement mortar (a) 20 mm thick plaste.
14Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m
15Supplying eucalyptus ballah piles at work site making one and pointed with labour for driving eucalyptus bullah pile by monkey in any short of soil including hoisting and placing pile in position protecting pile head with iron ring cutting shaping heads before and after driving including hireof necessary appliances & tackles having coal taring on wooden surface by fitting,fixing 10cm and 13cm dia bullah as ties with nails, bolts,nuts and walling fitted and fixed complete with cut drumsheets including cost of drumsheets,cutting & flattering with necessary nails and screws etc. as directed by E.I.C.
16Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge.
17Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)c) Steel shuttering or 9 to 12 mm thick approved quality ply board shutteringin any concrete work. 25mm to 30 mm shuttring without staging in foundation.
18Supplying, fitting and fixing in position FRP/GRP/COMPOSITE UV stabilizer Manhole Cover with high abrasion surface of 7mm top thickness with density of 2KG/m³ - approved make with rim of approved make (Heavy type) (i) 40 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size Frame: 900 mm (36") Nos.
19G.S.T. @ 18% on Rs.61174004.32
20Cess @ 1% on Rs.61174004.32 NOTE : 1) RATE TO BE QUOTED UPTO TWO DIGITS AFTER DECIMAL POINT. QUOTED RATE MAY BE ROUNDED UP TO TWO DIGITS AFTER DECIMAL POINT IF ANY BIDDER QUOTES MORE THAN TWO DIGITS AFTER DECIMAL POINT WHILE PREPARING COMPARATIVE STATEMENT.
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