Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #33407659

Construction Of Boundary Wall At Samsan Ghat At Maynaguri, Dist. Jalpaiguri

Issued by Local Bodies · maynaguri, West Bengal
Tender Value
58.86 Lakhs
Estimated cost
Bid Submission
22 Aug 2022
0 days left
EMD
1.17 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
maynaguri → West Bengal
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Boundary Wall At Samsan Ghat At Maynaguri, Dist. Jalpaiguri

BOQ

Name of Work: Construction of Boundary Wall at Samsan Ghat at Maynaguri, Dist. Jalpiguri
Sl. No. Item Description
1Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
2Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
3(iv) With carried earth arranged by the contractorwithin a radius exceeding 5 km. but not exceeding 10km. including cost of carried earth.
4Labour 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.
5Cement concrete with graded shingles(30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion
6Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.(i)N B Veriety
7Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.PAKUR
8Hire and labour charges for shuttering with centering 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 and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
9f)25 mm to 30 mm shuttering without staging in foundation
10125 mm thick work with 1st bricks in cement morter .Ground Floor
11Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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
12Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
13Reinforcement 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 every intersection, completeas per drawing and direction. TATA/SAIL
14Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. (b)Two coats
15Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat)b) Premium 100% Acrylic Emulsion
16(a) M.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25%mfor each addl. floor above 4th floor)(ii) Grill weighing above 16 Kg./sq.mtr and above Ground Floor
17a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.Ground Floor
18(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary:(b) On steel or other metal surface :(iv) Two coats (with any shade except white) iv) Two coats (with any shade except white)Ground Floor
19Providing and laying of boulder apron laid in wirecrates made with 4mm dia GI wire conforming to IS:280 & IS:4826 in 100mm x 100mm mesh (weaveddiagonally) including 10 per cent extra for laps andjoints laid with stone boulders weighing not less than40 kg each.
20Providing and laying Pitching on slopes laid overprepared filter media including boulder apron laiddry in front of toe of embankment complete as perdrawing and Technical specifications.
2180 mm thick interlocking designer concrete paver block M-40 grade formedium-traffic zone & utility cuts on arterial roads etc. as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge. [Note: Subgrade CBR shouldnot be less than 5]Colour Decorative
22Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material.a) 25 mm thick Tiles as per IS: 1237-2012 forfootpath,ramp,staircase of public building(over 25 mm thick(Avg) Cement mortar (1:3) & Cement Slurry @ 4.4 kg/Sq.m atback side of Block. Cement for Mortar & Slurry to be suppliedby Department).(ii) Coloured Decorative
23Supplying, fitting and fixing Stainless Steel railing consist of 38mmdia and 900mm height vertical balustrade at every two alternativesteps, 50mm dia top rail, 3 (three) nos 19mm dia horizontalStrainless steel pipe and base/cover plate with Strainless SteelGRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Matfinish, complete as per direction of the Engineer-in-charge.Weight of Strainless Steel railing per metre 6.5 Kg (approx Ground Floor
24Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer(d) 2000 litre capacity
25Supply and errection of M.S Sign Board (1500mm x 900 mm) with necessary lettering etc. complete. Fabrication and errection of the board to be done with M.S angles such as, frame (25x25x5 mm), M.Ssheet of 0.5 mm thick & Posts with M.S angles (50x50x6 mm) section at a clear hight of atleast 2.5 mtr above ground level. Fixing of the complete board with necessary information as per relavent and updated G.O, has to be carried out by digging holes (0.6x0.6x0.6 mtr) in all sorts of soil and packing the M.S angle posts with cement concrete (1:3:6) of section( 0.45x0.45x0.90 Mtr) and filling the gaps with the excavated earth including priming and 2 coats of painting on both sides complete in all respect as per direction of the E-I-C.
26Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering ofpipes, strainers, blind pipes etc. complete. (b) For depth upto 250 metre for 150 mm dia. Tube well with top enlargement of 250 mm dia.(upto 50 metre).(i) First 50 metre
27A) Sypply of E.R.W.M.S.(Electrical Resistant Welded M.S.) black pipe ofof TATA make (heavy quality) as per standard specification, 5 mm thick.(ii) 150 mm dia. (internal)
28Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with \"V\" notch including hire and labour charges for all tools and plants and scaffolding as required.
29Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete.
30Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labourcharges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.
31Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-in charge including cost of all materials labour and equipment complete.
32Providing 200 mm centre guide.i) With Clamp
33Geophysical investigation of the acquifer by electrologging system with alltools and plants as necessary including supply of necessary report.
34Supplying, fitting and fixing 15 mm dia. galv. M.S. connecting rod withsockets.
35Supplying, fitting and fixng PVC pipes for underground work ofapproved make (medium duty) conforming to ASTMD - 1785 andthreaded to match with GI Pipes as per IS : 1239 (Part - I). with allnecessary accessories, specials viz. socket, bend, tee, union, cross, elbo,nipple, longscrew, reducing socket, reducing tee, short piece etc. fittedincluding cost of all materials ,jointing materials, cutting pipes, makingthreads ,cutting trenches upto 1.5 metre below surface in all sorts of soiland refilling the same as directed complete in all respect. (Payment willbe made on the centre line measurement of the total pipe line includingall specials No separate payment will be made for accessories, specials.) PVC Pipes15 mm
3625 mm
3740 mm
3832 mm
3980 mm
40Fitting, fixing, jointing by welding or otherwise lowering etc.C) 80 mm dia HDPE jacketed ICG/other suitable Strainer
41Supplying, fitting and fixing bib cock or stop cock.ii) Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or equivalent)15 mm
42Supplying , fitting ,fixing gunmetal wheel valve ofapproved brand and make tested to 21 kg per sq cm(for water lines only) vi) 32 mm Ground Floor
43vii)25 mmGround Floor
44ELECTRICAL PARTS FOR DEEP TUBE WELL ( Rate fromref.Colno. X/Engg/Electrification ,file No.19/17Supply ofSubmersible Pump set of3 H.P,1Phase , 50 Hz, Water Cooled.(Head Range : 60 Mtr-15 Mtr)(Discharge : 3.6 Cu.Mtr-10.8 Cu.Mtr) (Make:KSB/Crompton/Pluga)
45Installtion, Testing and Commissioning of Submersible Pump Set alongwith UPVC Column Pips in the existing borewell including making jointingwith jointing kit etc. as required.
46Supplying and fixing of2.5Sq.mm 3 core copper flat cable as per IS 694:1990 with ISI mark) alongwith column pips / surface / in pipe etc. as required. ( L& T /PLAZA / FINOLEX/HPL)
47Supply of 40 mm UPVC Column Pipe of Medium Quality.
48Laying of 40 mm dia UPVCPipe in Ground 0.3 Mtr. Below the ground including trenching and refiling the same etc. as required.
49Laying of 40 mm dia UPVC Pipe on Wall Surfacewith G.I. saddle etc. as required.
50Supplying and fixing of6MM PVC Coated Steel Rope
51Supplying and fixing of 40 MMCI Adopter
52Supplying and fixing of U Clamp
53Supplying and fixing of Rest Clamp made out of 40 mm G.I Flat
54Supplying and fixing of 40 MM G.I.Elbow
55Supplying and fixing of 40 MM G.I.Nipple
56Laying of 20mm dia Polythene Pipe in Ground 0.3 Mtr. Below the ground including trenching and refiling the same/Surface etc. as required.
57H.P, 3 Phase with Volt meter, Ammeter, Overload Relay, On/OFF Switch, Dol Starter, Single Phase preventer, Auto/Manual mode, indicator lamps etc . (Make :BCH-CPNSLBW / Siemens/L&T)
58Dismantling all types of masonry excepting cementconcrete plain or reinforced, stacking serviceablematerials at site and removing rubbish as directedwithin a lead of 75 m.a) In ground floor including roof.
59Dismantling all types of plain cement concreteworks, stacking serviceable materials at site andremoving rubbish as directed within a lead of 75m.In ground floor including roof.(a) upto 150 mm. thick
60Extra for Rusticated plaster (over rate of corresponding item ofplaster)(b) With stone chips (Cement 0.086 Cu.m/100Sq.m)
61Add GST @18%
62Add Labor Welfare Cess @ 1%

AI Tender Summary

OUR REF NO 33407659
AUTHORITY Local Bodies
TENDER VALUE 58.86 Lakhs
LAST DATE 22-08-2022
Authority
Authority Name Siliguri Jalpaiguri Development Authority
Work Description Construction Of Boundary Wall At Samsan Ghat At Maynaguri, Dist. Jalpaiguri
Basic Detail
Tender No NIT NO. 010/ENGG/2022-23 OF SJDA
Bidding Type Tender
Location
City maynaguri
State West Bengal
Key Dates
Publish Date 05 Aug 2022
Submission Date 22 Aug 2022
Open Date 25 Aug 2022
Finance
Tender Value 58.86 Lakhs
Tender Fee Ref. Documents
EMD 1.17 Lakhs
Exemption Not Available
Document List
24b538ab-d00f-43ec-a168-747fda5d340a.html
BOQ_771099.xls
MEMORANDUM_NO_542.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 05, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 22, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 25, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

24b538ab-d00f-43ec-a168-747fda5d340a.html

xls

BOQ_771099.xls

pdf

MEMORANDUM_NO_542.pdf

pdf

Tendernotice_1.pdf

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