Tarapith Rampurhat Development Authority Tender

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Tarapith Rampurhat Development Authority Tender

Works

Eprocure

Birbhum, West Bengal

Opening Date11 Feb 2020

Closing Date3 Mar 2020

Tender Amount₹ 13,17,187

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Costs

EMD
₹ 26,436
Document Cost
₹ 3,000
Tender Fee
Refer Documents

Description

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Tender Id
2020_TRDA_271299_1
Bid Award Id
View
Tender No
e-NIT NO-01/TRDA/19-20-01
Tender Authority
Tarapith Rampurhat Development Authority View
Purchaser Address
-
Website
http://https://wbtenders.gov.in/

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Documents

Tender Notice-11.2 MBTendernotice_1.pdf

ENIT012020

BOQ-1285.2 kBBOQ_498389.xls

BOQ

BID-1910.4 kBSBD012020.pdf

SBD

Document-2823.9 kBTender-document.pd...Tender-document.pdf

2911(II)

Document-122.0 kBBIF.xls

BIF

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. Note : 1. Labour rate per m³ is provided; Cost of sand is to be added to arrive at the complete item rate. 2. Compaction factor of dry clean sand is 0.835 (By medium sand )

Quantity7.02

Rate-

Amount 691.2

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or infoundation or in foundation trenches.

Quantity496.8

Rate-

Amount 24

Cement concrete with graded stone ballast(40 mm size excluding shuttering)in ground floor (A)[Pakur variety]a) 1:3:6

Quantity9.36

Rate-

Amount 4174

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost andcarriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (a)M -20 Grade Using concrete mixer

Quantity154.855

Rate-

Amount 4592.95

Hire and labour charges for shuttering with centering and necessary staging upto 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) (f) 25 mm to 30 mm shuttering without staging in foundation

Quantity38.9

Rate-

Amount 205

Hire and labour charges for shuttering with centering and necessary staging upto 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 shuttering in any concrete work

Quantity111.8

Rate-

Amount 354

Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.

Quantity26

Rate-

Amount 126

Ghat Work Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means. a) upto 3 m depth (i) With pumping out water including shoring as required.

Quantity-

Rate-

Amount 124

Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge. Note : 1. Labour rate per m³ is provided; Cost of sand is to be added to arrive at the complete item rate. 2. Compaction factor of dry clean sand is 0.835 (By medium sand )

Quantity-

Rate-

Amount 691.2

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or infoundation or in foundation trenches.

Quantity-

Rate-

Amount 24

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost andcarriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (a)M -20 Grade Using concrete mixer

Quantity-

Rate-

Amount 4592.95

Hire and labour charges for shuttering with centering and necessary staging upto 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) (f) 25 mm to 30 mm shuttering without staging in foundation

Quantity-

Rate-

Amount 205

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

Quantity-

Rate-

Amount 592

Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading,carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.

Quantity-

Rate-

Amount 56308.74

Plaster (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](b) 15 mm thick plaster(ii) With 1:4 cement mortar

Quantity-

Rate-

Amount 150

Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Quantity-

Rate-

Amount 34

CGST + SGST ( 12 % )

Quantity1

Rate-

Amount 140222.4

Cess ( 1 % )

Quantity1

Rate-

Amount 13087.42

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