Sl No 4 Construction Of 1 X 9 Mtr Span Rsj Pile Foundation Bridge At Dakhin Jharalta Mouza Near Poltry Firm At Ghaderkutty G . P . Within Dhupguri Ps Construction Of 1 X 9 Mtr Span Rsj Pile Foundation Bridge At Dakhin Jharalta Mouza Near Poltry Firm At G

Tender Notice

25717567
Sl No 4 Construction Of 1 X 9 Mtr Span Rsj Pile Foundation Bridge At Dakhin Jharalta Mouza Near Poltry Firm At Ghaderkutty G . P . Within Dhupguri Ps Construction Of 1 X 9 Mtr Span Rsj Pile Foundation Bridge At Dakhin Jharalta Mouza Near Poltry Firm At G
Indian
West Bengal
14-10-2020
02-11-2020
05-11-2020

Tender Details

Sl No 4 Construction Of 1 X 9 Mtr Span Rsj Pile Foundation Bridge At Dakhin Jharalta Mouza Near Poltry Firm At Ghaderkutty G . P . Within Dhupguri Ps Construction Of 1 X 9 Mtr Span Rsj Pile Foundation Bridge At Dakhin Jharalta Mouza Near Poltry Firm At Ghaderkutty G . P . Within Dhupguri Ps

Key Value

Document Fees
Refer document
EMD
INR 72279.00 /-
Tender Value
INR 36.13 Lakhs /-

BOQ Items

Name of Work: Construction of 1 x 9 mtr Span RSJ Pile Foundation Bridge at Dakhin Jharalta Mouza near Poltry Firm at Ghaderkutty G.P. within Dhupguri PS NIT NO. WBZP/ 11-DE/JLP/2019-20 ESTIMATE NO. 01/4th SFC/2020-21
Sl. No. Item Description Item Code / Make Quantity Units
1 1 A) Supply of R S Joist (ISMB) 400X140 or similer size conforming to latest I.S.I specification required length size etc. as per Direction BI01010001010000000000000515BI0100001128 20.328 MT
2 2 B) Supply of channel ISMC 250X80 or Similer Size conforming to latest I.S.I specification required length size etc. as per Direction BI01010001010000000000000515BI0100001129 0.1642 MT
3 3 C) Supply of R.S.Joist (ISMB) 600X210X12mm or Similer Size conforming to latest I.S.I specification required length size etc. as per Direction BI01010001010000000000000515BI0100001130 3.678 MT
4 4 D) Supply of R.S.Joist (ISMC) 200X75 SIZE or Similer Size conforming to latest I.S.I specification required length size etc. as per Direction BI01010001010000000000000515BI0100001131 0.55692 MT
5 5 E) Supply of M.S Angle (ISQA) 75X75 X 8mm SIZE or Similer Size conforming to latest I.S.I specification required length size etc. as per Direction BI01010001010000000000000515BI0100001132 3.1065 MT
6 6 F) Supply of M.S Plate 10mm thick or Similer Size conforming to latest I.S.I specification required length size etc. as per Direction L.S. BI01010001010000000000000515BI0100001133 0.3925 MT
7 7 Driven vertical Steel piles of required diameter and required length (length to be measured from the bottom of raft / Pile Cap to the bottom of shoe) including cost of all materials and labour for casting, hoisting, driving etc. and also including cost of dummy lengths of pile and of hire charges of all instruments as necessary but excluding reinforcement complete as per drawing and & Technical Specification.\n(i) Section of he pile H section steel column 400x140 mm (ISHB Series) BI01010001010000000000000515BI0100001134 200 m
8 8 Labour for M.S. work in Rolled steel joists, channels, angles. Tees, plates etc. including hoisting, placing in position including providing staging and removing after completion of works and cutting to sizes as required. BI01010001010000000000000515BI0100001135 3678 kg
9 9 a) Supplying transporting & fabrication of welded steel girder as per approved drawing duly made up built up sections of MS Plate, Angle, Channel of different thickness including metalizing priming coat followed by finish coat of paints do ---do ---do BI01010001010000000000000515BI0100001136 4220.13 kg
10 10 Excavation for Structures 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\nII. In all sorts of soil excluding marshy soil & rocks (soft or hard) by mechanical means (using excavator of suitable capacity)\n(i) Depth upto 3m (i) with pumping out water BI01010001010000000000000515BI0100001137 43.74 m3
11 11 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. ( Details in bill)\n(a) Where staging is not required. BI01010001010000000000000515BI0100001138 300 m2
12 12 Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. ( Details in bill)\n(a) Where staging is required. BI01010001010000000000000515BI0100001139 120 m2
13 13 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 and carriage 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\nA) PCC M-15 BI01010001010000000000000515BI0100001140 14.904 m3
14 14 B) RCC M-20 BI01010001010000000000000515BI0100001141 151.1 m3
15 15 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 (Details in Bill) L.S. BI01010001010000000000000515BI0100001142 2 MT
16 16 Supplying, fitting and placing HYSD bar reinforcement in Sub-structure 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.(Details in Bill) L.S. BI01010001010000000000000515BI0100001143 2.5 MT
17 17 Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure 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.(Details in Bill) LS BI01010001010000000000000515BI0100001144 3 MT
18 18 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. BI01010001010000000000000515BI0100001145 36 Each
19 19 Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) BI01010001010000000000000515BI0100001146 1 Each
20 20 Painting with ready mixed red lead paint of approved make and brand :\n(b) Two coats BI01010001010000000000000515BI0100001147 150 m2
21 21 Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. Two Coat BI01010001010000000000000515BI0100001148 80 m2
22 22 Supply of polythine pipe for Drain hole including fitting and fixing in deck (as per vouchar) L.S. BI01010001010000000000000515BI0100001149 1
23 23 Add GST @ Rs. 12% BI01010001010000000000000515BI0100001192 1
24 24 Add Cess @ Rs. 1% BI01010001010000000000000515BI0100001193 1
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