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Tender For Fencing Work At Yoga Lawn Near Karmi Gumba Upper Nezi Sansad Iii, Darjeeling-West Bengal

Gorkhaland Territorial Administration-GTA has published Tender For Fencing Work At Yoga Lawn Near Karmi Gumba Upper Nezi Sansad Iii. Submission Date for this Tender is 02-02-2024. Wire Fencing Tenders in Darjeeling West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

41753113
Tender For Fencing Work At Yoga Lawn Near Karmi Gumba Upper Nezi Sansad Iii
Open Tender
Indian
West Bengal
Darjeeling
02-02-2024

Tender Details

Tender For Fencing Work At Yoga Lawn Near Karmi Gumba Upper Nezi Sansad Iii

Key Value

Document Fees
INR 800 /-
EMD
INR 3600.0 /-
Tender Value
INR 1.79 Lakhs /-

BOQ Items

Name of Work: Fencing work at yoga lawn near karmi gumba upper nezi sansad III
Sl. No. Item Description
1Surface dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.
2Earth work in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500 mm.
3Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming.
4(I) Cement concrete with graded stone ballast (40 mm size) excluding shuttering.In ground floor. (B) With N.B variety stone metal. (a) 1:3:6 proportion.
5Plum 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.
6Cost of stone boulder 150 mm size delivered ans stacked at site. .
7Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor). (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of the Engineer-in-charge. .
8Fixing post of iron or precast concrete by digging hole in the ground (in all sorts of soil) and embedding the same by packing the hole with cement concrete (1:3:6) (with jhama khoa.for purulia , Bankura and darjeeling hill by pakur variety, Local black hard stone & bazree respectively) and finishing the top surface to regular shape (as directed) with 15 cm. cement plaster (1:6) complete, including the cost of concrete, plaster etc. but excluding the cost of the post :. (i) Average dia. of the hole 200 mm. to 300 mm. (a) Depth 450 mm to 500 mm.[ cement 8 kg/ no].
9M.S structural work in colums, beams etc. with simple roled structural members (e.g. joints angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineering -in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc weldingconforming to IS: 816 - 1956 & IS :1995 using electrodes of approved make and brand conforming to IS: 814 - 1957, haulage, hoisting and erections all complete. the rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidential charges such as electricity charges, labour incurance charges etc.(Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for Gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weitghing not less than 22.5Kg./m. or 15% of weight for finished structural members weighing less than 22.5 kg./m. may be incressed to allow for bracket, cleat, revets, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer-In-charge. The rates are considered for a height of erection 8m./ 2nd. floor level from level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initial 8m. or part there of. (I) For structural members/built up sectionsof specified sections weighingless than 22.5kg./m.
10Supplying, fitting , fixing chain link fencing of approved quality with R.C.C. posts, wooden posts or iron posts by means of galvanised "C" clips to grid of horizontal stands of galvanised high tensile spring stell wire of 12 S.W.G. which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc.(Therate is exclusive of the cost of posts.). (i) 50 mm. x 50 mm. x 8 g.
11Plaster ( 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 . (a) 20 mm.thick plaster.
12GST
13CESS
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