Public Administrative Department Local Bodies Closing in 0 days TDR #33949771

Drinking Water Facility Near To The House Of Mustak At Aswinpur Bhitarpara ( Jl No.22, Dag No.629 ) Of Makdampur Gp Under Chanchal-I Panchayat Samiti In Malda District.

Issued by Local Bodies · chanchal, West Bengal
Tender Value
1.49 Lakhs
Estimated cost
Bid Submission
23 Sep 2022
0 days left
EMD
3000
Bank guarantee accepted
Document Fee
300
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Drinking Water Facility Near To The House Of Mustak At Aswinpur Bhitarpara ( Jl No.22, Dag No.629 ) Of Makdampur Gp Under Chanchal-I Panchayat Samiti In Malda District.

BOQ

Name of Work:Drinking water Facility near to the house of Mustak at Aswinpur Bhitarpara(jl no.22,dag no.:629) of Makdampur GP Under Chanchal-I Panchayat Samiti In Malda District.
Sl. No. Item Description
1Labour for boring tube well of required dia. by water jet system through any type ofsoil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them andlowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (d) For depth upto 150 metre for 50 mm dia. tube well with topenlargement of 100 mm dia (i) 50 mm dia. boring etc a)40 mm dia.
2b)80 mm dia.
3Washing 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.
4Packing 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-incharge including cost of all materials labour and equipment complete.
5a)40 mm dia.
6b)80 mm dia.
7c)32 mm dia
8Supply of G. I. pipes of TATA make including necessary sockets a)80 mm dia
9b)15 mm dia
10(L) Reducing Socket (mm X mm) 80X 40
11Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications.(Page-52/124 Item-5-I )(i) 40 mm dia.
12GI Plug….40mm dia
13Supplying, fitting and fixing PVC pipes ofapproved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 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 including cost of all necessary fittings as required,jointing materials and two coats ofpainting with approved paintin any position above ground. (Page-12/124 Item-19-I i) ) 25 mm dia.
14ii)40 mm dia.
15Supplying fitting and fixing PTMT POLYTETRA bib cock or stop cock
16Supplying fitting fixing at site of submersible pumping machanery (1 HP) capable to discharging ciear of water 5000 litre per houre against total head of 49 M complete with single phase 220V 50 H.Z A.C motor (make KSB/TEXMO/CROMPTON) along with 3 mtr submarsiblecable (HQ curve of pump should be produced at the time of dalivery) all complete.
17Supplying fitting fixing of core2.5 mm 2 Flat copper Submersible cable (Make finolex /Havells).
18Supply and delivery of M.S rest clamp complete Nut & bolts of 10mm thick for 40mm dia pipe
19Supply of G.I. reducing elbow (vi) 32x25 mm
20Supplying, fitting and fixing of 32 AMP. SPN Main Switch (Havells)
21Supply and control panel made of 16 SWG M.S sheet phosphate powder dust and vermin proof consist of following (internal wing complete) i) 40mm dia. (M) a)32 AMP DPMCB (Havells) standard……..1no. B) contractor (20A/22A) simens……….1 no. c) Overload raiay (suitable range considering motor current of simens make)..................1 d) start & stop push button (Red & Green)....1 e) Start capacitor...................1no. f) Running Capacitor.....................1no. g) Voltmeter-100 sq. mm. (.3 V) make Al. .....1 h) Voltmeter-100 sq. mm. dia. (.3 A) make AE.............1no. i) HRC fuse 30A/32A approved make Inter connecting wire of Suitable gauge (Havells)
22Installation of main switch & control panel including making eletrical connection complete by supplying all requisite materials as per direction of E.I.C
23Supplying, fitting and fixing Peet\"s valve fullway gunmetal standard pattern best quality ofapproved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). (iv) 50 mm dia
24Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
25Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work)(a) With earth obtained from excavation of foundation.
26(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation withwater, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
27Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes.(c) RajMahal
28Brick work with 1st class bricks in cement mortar (1:4))(a) In foundation and plinth
29b) In superstructure, ground floor
30125 mm thick brick work with 1st class brick in cement mortor (1:4)
31Ordinary Cement concrete (mix 1:1.5:3) with graded stonechips (20 mm nominal size) excluding shuttering andreinforcement if any, in ground floor as per relevant IS codes.(i) Rajmahal Variety.
32Reinforcement for reinforced concrete work in all sorts of structuresincluding distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawingand direction.II. Other thanSAIL/ TATA/RINL (use JSW/SHYAM/ELEGANT/CAPTAINSRMB)
33Plaster (to wall, floor, ceiling etc.) with sand and cement mortarincluding rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor)(ii) With 1:4 cement mortar(c) 10 mm thick plaster
34Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
35Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receivedecorative 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 theEIC.In Ground Floor:(a) One Coat
36Protective and Decorative Acrylic exterior emulsion paint of approvedquality, as per manufacturer\"s specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. Therate includes cost of material, labour, scaffolding and all incidentalcharges but excluding the cost of primer.In Ground floor (Two Coat)a) Normal Acrylic Emulsion
37Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by syntheticadhesive & grout materials etc.(B) Wall,s With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.Item no.35, b) Page no.-64/315 (a) Area of each tile upto 0.09 Sq.m(i) Coloured decorative
38Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panelsor patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling]Red Variety(i) 25 mm. thick
39Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes inwalls, floor etc. cutting trenches in any soil through masonry concretestructures etc if necessary and mending good damages including joining withjointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete A) UPVC Pipes:(i) 75 mm. Dia.
40Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer(c) 1500 litre capacity
41Labour for hoisting plastic water storage tank(i) Upto 1500 litre capacity.
42Labour for punching hole in plastic water storage tank upto 50 mm dia.
43construction of Soak Well purpose (L/S) as per direction of EIC
44Display board permanent nature by marbel plate as per direction of EIC.(L/S)
45GST @12% (c-6%+s-6%)
46Labour welfare cess@1%

AI Tender Summary

OUR REF NO 33949771
AUTHORITY Local Bodies
TENDER VALUE 1.49 Lakhs
LAST DATE 23-09-2022
Authority
Authority Name Zilla Parishad
Work Description Drinking Water Facility Near To The House Of Mustak At Aswinpur Bhitarpara ( Jl No.22, Dag No.629 ) Of Makdampur Gp Under Chanchal-I Panchayat Samiti In Malda District.
Basic Detail
Tender No 05/e-CHL-I/PS/2022-2023
Bidding Type Tender
Location
City chanchal
State West Bengal
Key Dates
Publish Date 15 Sep 2022
Submission Date 23 Sep 2022
Open Date 26 Sep 2022
Finance
Tender Value 1.49 Lakhs
Tender Fee 300
EMD 3000
Exemption Not Available
Document List
4572e7a0-e3be-4188-912e-8f7021844747.html
BOQ_799085.xls
Tendernotice_1.pdf

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Tender Timeline

Sep 15, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 23, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 26, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

4572e7a0-e3be-4188-912e-8f7021844747.html

xls

BOQ_799085.xls

pdf

Tendernotice_1.pdf

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