Gorkhaland Territorial Administration Tender

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Gorkhaland Territorial Administration Tender

Works
Eprocure
Opening Date7 Jul 2018
Closing Date28 Jul 2018
Tender Amount₹ 92,76,437 
Notes
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Costs

Description

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BOQ Items

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Hand Packed rough dressed boulder wall with boulders from approved quarries including all carriage of all materials to site.

259.44

-

2774.61

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Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. (a) In Road and Jhora Work

291.78

-

4885.43

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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, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(b) Where staging is not required

250.17

-

242.08

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Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (i) (1:3:6) proportion

161.51

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4385.88

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

280

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131.22

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Labour for laying stone edging with departmental stone materials laid to correct line and level including carriage of departmental stone materials within a lead of 150 metres cutting necessary trench in soil or in hard metalled surface, laying the stones and repacking the trench on both sides of the edging with spoils and ramming the same thoroughly.

6944.26

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70.96

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Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth.

8734.86

-

343

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(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor. (a) 1:3:6 proportion

23.31

-

6006.67

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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.(a) Where staging is required.

95.82

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400.45

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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.(a) M-15 Grade Using concrete mixer.

29.61

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7139.64

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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.NOTE: The rate provided is exclusive of cost of steel materials. Construction wing should add cost & carriage of 1.05 MT (considering 5% wastage) of steel materials to arrive at the final consolidated item rate.1.50% of C.C. (1:2:4)

3.49

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58149.63

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificaiton. (A) Granular material Add coost at site of 1.20 m3 of granular materials (brick bats and fine sand in proportio of 60:40) to arrive at the consolidated rate.

79.03

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3285.32



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