Gorkhaland Territorial Administration Tender

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The Gorkhaland Territorial Administration has issued a formal invitation for competitive bids for Construction Of Road From R S Rai House To Tk Rai House Soureni Busty Soureni I Gp Mirik Block in Darjeeling, West Bengal, with an estimated contract value of Rs. 43,99,812. The bid opening date for this tender is 13-08-2019 and the last date for bid submission is 27-08-2019. Interested bidders for Gorkhaland Territorial Administration tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Gorkhaland Territorial Administration Tender

Opening Date13 Aug 2019
Closing Date27 Aug 2019
Tender Amount₹ 43,99,812 
Notes
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BOQ Items

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Providing formwork and staging including hire and labour charge for abutment and its components and retaining wall and its components for height upto 3 mtr clear span including stripping off and removing after completion of work as per specification and direction a)formwork so as to give smooth concrete finish with timber plank not less then 38mm thick

13.5

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400.44

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Providing formwork and staging including hire and labour charge for abutment and its components and retaining wall and its components for abutment and its components,retaining wall height upto 3mtr

244.6

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242.08

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Providing formwork and staging including hire and labour charge for abutment and its components and retaining wall and its components for walls,parapets etc.

23.66

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242.08

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Plum concrete work with 40% cement concrete with 30mm dowm 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

105.14

-

4487.98

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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 & reinforment works. a) M-154 Grade Using concrete mixer

4.66

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7838.02

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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 & reinforment works. a) M-154 Grade Using concrete mixer

1.44

-

5430.7

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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.

0.54

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71238.33

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Providing formwork and staging including hire and labour charge for abutment and its components and retaining wall and its components for height upto 3 mtr clear span including stripping off and removing after completion of work as per specification and direction a)where shoring is not required

11

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242.08

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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 & reinforment works. a) M-154 Grade Using concrete mixer

7.97

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5430.7

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Stone filling on the backside of the walls,abutments,wing walls etc. Including hand packing and carriage and cost of stone.

2.88

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1922.66

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Plaster( to wall, floor. Ceiling etc) with sand and cement mortar including rounding of f or chamferring corners as directed and raking out joints including throating, nosing and drip course, scaffolding / staging where necessary ( Ground floor) (Excluding cosat of chipping over concrete surface) (ii) With 1:4 cement mortar (b) 15 mm thick plaster

24.5

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238.91

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Providing formwork and staging including hire and labour charge for abutment and its components and retaining wall and its components for height upto 3 mtr clear span including stripping off and removing after completion of work as per specification and direction a)where shoring is not required

228.45

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242.08

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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

102

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132.35

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Handpacked rough dressed stone work with boulders including all cost complete.

1.2

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2774.61

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Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (iii) In mixed hard soil (i,e hard moorum and soil containing laterite and boulders which do not require blasting)

5062.5

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124.32

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Dry Rubble Flooring. Construction of dry rubble flooring at cross drainage works for relatively less important works.

582.75

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1951.1

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Providing weep hole (150 x 75mm) in walls including packing brick bats or boulder of approved quality and size at the backside

12

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132.35

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Rubble masonry in cement (6:1) with hard dressed stones from approved quarries and clean,washed coarse sand including cost & carriage of all materials to work site and other necessary charges all complete.

5.76

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5075.47

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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 .

346.8

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128.96

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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.

0.54

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71237.33

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Stone filling on the backside of the walls,abutments,wing walls etc. Including hand packing and carriage and cost of stone.

19.45

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1922.66

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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

88.98

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5075.47

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Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge

116.5

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182.12

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Plum concrete work with 40% cement concrete with 30mm dowm 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

139.59

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4484.98

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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 .

240

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128.96

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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 .

101.47

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128.96

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Handpacked rough dressed stone work with boulders including all cost complete.

94.8

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2774.61

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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 .

8

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128.96

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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 .

144.12

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128.96



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