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Construction Of 1 X 2 . 00 M . Span Open Slab Culvert On The Road From N . H . 31 ( C ) Towards The House Of Swapan Basumata Construction Of 1 X 2 . 00 M . Span Open Slab Culvert On The Road From N . H . 31 ( C ) Towards The House Of Swapan Basu, KALCHINI-West Bengal

Zilla Parishad-ZP has published Construction Of 1 X 2 . 00 M . Span Open Slab Culvert On The Road From N . H . 31 ( C ) Towards The House Of Swapan Basumata Construction Of 1 X 2 . 00 M . Span Open Slab Culvert On The Road From N . H . 31 ( C ) Towards The House Of Swapan Basu. Submission Date for this Tender is 22-01-2021. Culvert Tenders in KALCHINI West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

26604368
Construction Of 1 X 2 . 00 M . Span Open Slab Culvert On The Road From N . H . 31 ( C ) Towards The House Of Swapan Basumata Construction Of 1 X 2 . 00 M . Span Open Slab Culvert On The Road From N . H . 31 ( C ) Towards The House Of Swapan Basu
Open Tender
Indian
West Bengal
KALCHINI
22-01-2021

Tender Details

Construction Of 1 X 2 . 00 M . Span Open Slab Culvert On The Road From N . H . 31 ( C ) Towards The House Of Swapan Basumata Construction Of 1 X 2 . 00 M . Span Open Slab Culvert On The Road From N . H . 31 ( C ) Towards The House Of Swapan Basumata At Dakhin Satali With In Mendabari G . P . Kalchini P . S . Under Alipurduar Zilla Parishad

Key Value

Document Fees
Refer document
EMD
INR 17230.0 /-
Tender Value
INR 8.61 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF 1 X 2.00 M. SPAN OPEN SLAB CULVERT ON THE ROAD FROM N.H.31( C ) TOWARDS THE HOUSE OF SWAPAN BASUMATA AT DAKHIN SATALI WITH IN MENDABARI G.P. KALCHINI P.S. UNDER ALIPURDUAR ZILLA PARISHAD.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation for structures Earthwork in excavation for 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, levelling,dressing and ramming the bottom & backfilling with approved materials 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) Depth upto 3 m (i) With pumping out water incl shoring as reqd. BI01010001010000000000000515BI0100001115 90.06 cum
2 2 Hire & labour charges for shuttering with or without staging upto 4 m height using approved stout props with wooden plank / plywood / steel sheet plate with reqd bracing for any kind of plain or reinforced concrete works in all sorts of minor structure incl culvert, box culvert, cross drain etc. the rate is inclusive of fittinf fixing & stripping out after completion of work as per specification & direction Where staging is reqd (for deck slab) BI01010001010000000000000515BI0100001116 11 sqm
3 2.01 Where staging is not reqd (L.S) BI01010001010000000000000515BI0100001117 235 sqm
4 3 Providing & Laying design mix concrete for plain or reinforced cement concrete, in any part of bridge (excl bottom plugging) with coarse aggregate of appropriate niminal size & grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality & cement as necessary, incl labour, cost & carriage of all materials & incl preparation of design mix, approval of the same by the EIC & cost for quality control, sampling, testing etc, all complete but excl cost of labour & materials for formwork & reinforcement works (a) M-15 Grade using concrete mixer BI01010001010000000000000515BI0100001118 127.32 cum
5 4 Providing & Laying design mix concrete for plain or reinforced cement concrete, in any part of bridge (excl bottom plugging) with coarse aggregate of appropriate niminal size & grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality & cement as necessary, incl labour, cost & carriage of all materials & incl preparation of design mix, approval of the same by the EIC & cost for quality control, sampling, testing etc, all complete but excl cost of labour & materials for formwork & reinforcement works (a) M-20 Grade using concrete mixer BI01010001010000000000000515BI0100001119 7.51 cum
6 5 Loose boulder apron Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 of specification of Rural roads. (Construction wing will add cost of 1.00 cum boulders (25 Kg each minimum) BI01010001010000000000000515BI0100001120 10.8 cum
7 6 Boulder appron laid in wire crates Providing & laying boulder appron laid in weir crates made with 4mm dia GI wire conforming to IS 280 & IS 486 in 100mm x 100mm mesh (weaved diagonally) incl 10% extra for laps & joints laid with stone boulder weighing not less than 40 kg each BI01010001010000000000000515BI0100001121 36.72 cum
8 7 Supplying fitting & placing HYSD bar reinforcement in bridge super-structure incl initial straightaning of coil bars, removal of loose rust (if Any) cutting to requisite length bending, binding with annealed wire not less than 1mm in size & conforming to IS 280 at every intersection hooked & bend to correct shape & placed on forms etc. incl cost of black annealed wire & cost of loading unloadin carriage of all steel materials complete as per drawing & technical specification BI01010001010000000000000515BI0100001122 0.7 MT
9 8 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 & technical specification. BI01010001010000000000000515BI0100001123 16 nos
10 9 Painting the vertical end faces of posts wheel guards or railing or parapet with alternate bands of different colours as directed by EIC with approved synthetic enamel paint (b) Two coats BI01010001010000000000000515BI0100001124 20 sqm
11 10 Add GST@12% BI01010001010000000000000515BI0100001125 1
12 11 Add CESS@1% BI01010001010000000000000515BI0100001126 1
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