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Tender For Drinking Water Supply Scheme From Chewribotey Jhora To Sindebong(Part) Block-L, Kalimpong., kalimpong-West Bengal

Gorkhaland Territorial Administration-GTA has published Tender For Drinking Water Supply Scheme From Chewribotey Jhora To Sindebong(Part) Block-L, Kalimpong.. Submission Date for this Tender is 17-03-2023. Water Supply Project Tenders in kalimpong West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

36714582
Tender For Drinking Water Supply Scheme From Chewribotey Jhora To Sindebong(Part) Block-L, Kalimpong.
Open Tender
Indian
West Bengal
kalimpong
17-03-2023

Tender Details

Drinking Water Supply Scheme From Chewribotey Jhora To Sindebong ( Part ) Block-L, Kalimpong.

Key Value

Document Fees
INR 2005 /-
EMD
INR 50412.0 /-
Tender Value
INR 25.20 Lakhs /-

BOQ Items

Name of Work: Drinking water supply scheme fromChewraybotey jhora to Sindebong (part) Pudung G.P. Block-l Dist. Kalimpong
Sl. No. Item Description
1Earthwork in excavation in all sorts of soils including, removing, spreading or stacking the spoils within a lead of 75m as directed including trimming the sides of trenches, leveling, and dressing and ramming the bottom, bailing out water etc. as required complete. (Depth of excavation, not exceeding 1500mm).
2150cm single soling including ramming and dressing bed to proper level and filling joints with powered earth or local sand including cost of materials.
3Cost of stone boulder 150mm North Bengal Variety.
4Plum concrete work with cement concrete with 30mm down graded stone metal 40% and stone boulder size 150mm and above placed in as directed, excluding shuttering if any (1:3:6)
5Cement concrete (1:3:6) with 30mm down graded stone metal excluding shuttering with N.B variety stone metal.
6Cement concrete (1:2:4) with 20mm down graded stone chips excluding shuttering with N.B.Variety River bazree
7Controlled Cement concretewith well graded stone chips (20 mm nominal size ) excluding shuttering and reinforcement with complete design of concrete as per ISI-456 and relevant special publications submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in-charge. Consumption of cement will not be less then 300kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will bedetermined on the basic of preliminary test & job mix formula In Ground floor & foundation. [using concrete mixture] M 20 Grade.(ii) N.B. Veriety (stone metal).
8Hire 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.
9Reinforcement 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. (i) Tor steel/Mild steel.
10Plaster ( 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].(iii) with 1:4 cement mortar. 20 mm.thick plaster.
11Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.NOTE:- Cement 0.152 cu.m. per 100 sq.m.
12Embossing of the Department name and year as per the direction of the EIC
13Rubble 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.
14Supplying, fitting and fixing in position R.C.C. Manhole/pit cover of approved make with rim of approved make (Heavy type).560mm dia
15Supply of GI Pipes of NON-TATA (medium) bearing ISI certification mark confirming to ISI-1239 (Part-I) with socket at one end including carriage from siliguri to work site.
1640 mm dia
1725 mm dia
1820 mm dia
1915 mm dia
20Supply of GI specials of NON-TATA (medium) bearing ISI certification mark confirming to ISI-1239 (Part-I) with socket at one end including carriage from siliguri to work site.(10%of the total cost of G.i pipes)
21Laying, fitting, fixing and jointing with necessary Laying, fitting, fixing and jointing with necessaries cutting the pipes, threading of G.I. over ground or hill slopes and under ground upto to the depth of a. 0.6m below G.L.incase of laying pipes on roads foot track, causeway or culverts etc. including filling of the trenches after the completion of the work including supply of jointing materials Painting and jointing temporary supports and clamps wherever necessary and testing of line with hydraulic pressure test and washing, disinfection the entire line after completion of work etc. As per direction of E.I.C. (Pipes,specials, valve to be supplied deptt).
2240 mm dia
2325mm dia
2420 mm dia
2515 mm dia
26carriage of materials
27a) Cement
28b) Steel
29c) Pipes
30GST @ 18%
31Cess @ 1%
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