Gorkhaland Territorial Administration Tender

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Gorkhaland Territorial Administration Tender

Works
Civil Works Roads
Eprocure
Opening Date28 Nov 2019
Closing Date12 Dec 2019
Tender Amount₹ 22,45,388 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.

35.06

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2972

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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.

75

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131.21

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FOOTPATH : 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 .I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.(iv) Without pumping out water and shoring

49.97

-

128.95

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Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powered earth or local sand.

67.88

-

599.98

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Cement concrete (1:3:6) with graded stone blast (40 mm size) excluding shuttering.B) In Ground floor (with N.B variety Stone metal)(a) (1:3:6) proportion

28.84

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6754.62

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Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant codes.(ii) River bazree.

8.71

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8188.07

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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at inter-section, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4m.(i) Tor steel/Mild steel. II. Other than SAIL/ TATA/RINL

0.82

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95759.24

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Hire and labour charge for shuttering with centreing 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,columns, lintels curved or staight including fitting fixing and striking out after complection of works. (upto roof of ground floor).(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge.

104.76

-

377.82

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

63.99

-

5073.4

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Supplying fitting fixing G.I. pipe of TATA make with all necessary accessories, specials viz socket, bend, tee, union cross, elbo, nipple, longscrew reducing socket reducing tee short piece etc fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc complete in all respect indcluding cost of all necessary fittings as required, jointing materials and two coats of painting with approved paint in any position above ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials) (V) 40 mm dia medium quality

322

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597.27

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Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners 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].(ii) With 1:4 cement mortar .(b) 15 mm. thick plaster.

92.52

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279.63

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Hire and labour charge for shuttering with centreing 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,columns, lintels curved or staight including fitting fixing and striking out after complection of works. (upto roof of ground floor).(a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge.

100.67

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242.07



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