Public Administrative Department Local Bodies Closing in 0 days TDR #41344246

Construction Of Community Based Drinking Water Plant With Solar Energy At Sansad No.Vi Korani Para Of Kharia Gram Panchayat Under 15Th Fc Fund. Activity Id67397643.

Issued by Local Bodies · kharia, West Bengal
Tender Value
3.57 Lakhs
Estimated cost
Bid Submission
13 Jan 2024
0 days left
EMD
7159
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Community Based Drinking Water Plant With Solar Energy At Sansad No.Vi Korani Para Of Kharia Gram Panchayat Under 15Th Fc Fund. Activity Id67397643.

BOQ

Name of Work: Construction of Community baseddrinking water plant with solar energy atsansad No.VI Korani Para of Kharia gram panchayatunder 15th FC Fund. Activity ID:67397643.
Sl. No. Item Description
1Description of work/ supply materials
2Supply , transport , installation and commissioning of Solar PV installation for water pumping system with fixed structure consisting of solar panels framed in anodized aluminium frame mounted on stable hot dipped galvanized (with80 micron thickness) mild steel structure of sufficient strength which can withstand load of modules and high wind velocities upto 150 Km/hr, having RCC foundation designed against all possible loads (Dead, Live and imposed load). Modules supplied with the SPV system should have certificate as per IEC 61215 specification or equivalent National or International standards and must be interconnected with 4/6 sq.mm cables routed in PVC conduits properly fitted along the G.I structure to provide a good aesthetic view. Modules must qualify to IEC 61730 part I and part II for safety qualification testing. The power output of individual PV modules used in the PV array, under STC, should be a minimum of 250 Watts peak, with adequate provision for measurement tolerances. Solar cells should be crystalline silicon cell with min. efficiency of 14% and fill factor more than 70%, should be laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity 3.2mm tempered glass including appropriate DC to AC inverter and power controlling unit (protected with IP65 class enclosure) with MPPT technology to run at low sunshine and minimum 5 hours a day run with all necessary accessories suitable for solar + grid operation and including all protections of AC induction motor pump. There should be a display of all measurable parameters including storing of data at a set interval and transfer it in a pendive thru USB port . There should also be provision of interfacing GPRS based data transmission. (The rate is inclusive of manufacturer\"s warranty and comprehensive maintenance for 1st year and comprehensive maintenace for 4 years beyond Ist year)
3Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below:By ISI-Medium GI pipe
4Connecting the equipment to the earth busbar incl. S&F GI wire of size bellow on wall /floor as required and making connection to the equipment with bolts, washers, cable lugs etc. as required and mending good damages.No 4 SWG GI wire
5Installation of submersible electro motor pumping set of following capacities by using necessary requisite, tools and plants by lowering the same within the tubewell housing pipe upto the following depth as per direction by fitting, fixing column pipes and other accessories, fixtures with necessary nuts, bolts and washers and suspending the entire assembly of pump set vertically by fixing the same supported by M.S. clamps over the top of housing pipe, binding the motor cable with each column pipes and drawing cable upto pump controller/starter point including opening out of the top cap of housing pipe of the tubewell and testing of motor both in loading as well as in unloaded condition before and after installation of the same. (The rate is inclusive of hiring charges of tools & plants.)(b) 30 cubic metre per hour capacity electro motor pumping set.(i) Length of pump assembly not exceeding 18 metre length
6Supplying 1 m × 0.6 m × 24 swg MS board containing list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house.
7Supply of 1 HP oil fill AC solar submersible pump motor set complete having suitable dischage as per yeld test of well. Submerisble cable of 30mtr 3 core 2.5 sqmm that cable (Finolex) with MOC bar chart (Kriloskar make Pump)(Rate As per Quotation)
8Earth work in excavation in foundation trenches in all sorts of soil (including mixed soil but excluding late rite and sand stone) including removing spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailing out water as required complete.
9Earth work in filling in foundation trenches or plinth with earth. in layer not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be on basis of measurement of finished quantity of work.)(a) with earth obtainedfrom excavation of foundation
10Earth work in filling in foundation trenches or plinth with earth. in layer not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be on basis of measurement of finished quantity of work.)© with carried earth arrange by the contractor within a radius of 1 km
11Cement Concrete with graded stone (30 mm size) excluding shuttering
12Ordinary 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.
13Reinforcement for Reinforced Concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. Including supplies of rods , 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, complete as per drawing and direction.Tor Steel/Mild SteelSteel @ 1.00 % on volume of M20 Concrete
14Hire and labour for shuttering with centering and necessary staging upto 4 m using approved stout and thick hard wood planks ……………. Fitting, fixing & striking out after completion of works (upto roof of groung floor)25 mm to 30 mm th. Wooden shuttering as per decision & direction of Engineer-in-Charge.
15Hire and labour for shuttering with centering and necessary staging upto 4 m using approved stout and thick hard wood planks ……………. Fitting, fixing & striking out after completion of works (upto roof of groung floor)With out staging in foundation and plinth.
16125 mm th. brick work with 1st class bricks in cement mortar (1:4) in ground floor.
17Supplying 1.5mm thick M.S. sheet fitted and fixed on one or bothfaces of M.S./ W.I. gate etc. with point welding at not more than150mm apart complete in all respect as per design including cost ofall labour and materials.
18Supplying, 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 synthetic adhesive & grout materials etc.(B) WallWith 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. (a) Area of each tile upto 0.09 Sq.m Coloured decorative
19Plaster (to wall, floor, celling etc.) with sand and cement morter 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]With 1:4 cement morter10 mm thick plaster
20Neat cement punning about 1.50 mm. th. in wall, dado, window, sills, floor, drain etc.NOTE : Cement 0.152 cu. M. per 100 sq. m.
21Soak Pit with Cover ( 0.75 mm dia Soak pit with Round cover top up to 1.20m Depth. )[L.S]
22Applying decoretive cement based paint of approved quality after preparing the surface including scraping the same throughly (plastered or concrete surface) as per manufacturer\"s specification.
23Polythene Bib Cock / Stop Cock (HD) with metal inlet (EMCO /ATLAS or equivalent) 15 mm
24Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (a) 1500 litre capacity
25Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering 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 fortube well with top enlargement of 100 mm dia.(ii) 100 mm dia. boring etc. top enlargement
26Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).80 mm dia.
27Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . 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, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials 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. (a) For Exposed Work (ii) CPVC Pipes Class-2,SDR-13.5 From Storage Tank to Stand Post 25 mm15mm dia.
28Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . 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, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required, jointing materials 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. (a) For Exposed Work (ii) CPVC Pipes Class-2,SDR-13.5 From Storage Tank to Stand Post 25 mm25mm dia.
29Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications. (ii) 80 mm. dia.
30Supplying, fitting and fixing Steel Cutter Piece upto 450 mm long with sockets. i) 80 mm dia.
31Supplying, fitting and fixing Check Valve (vertical) G.M. tested to 21 Kg per Sq. Cm.25 mm. dia medium quality
32Supply, fitting, fixing of 38mm dia column pipe having 3.04mtr length incluing supply and fixing one socket at one end (TATA-M make)
33Supplying Fitting Fixing Water Purifier Machine toremove theIron,Bacteria,Arsenic and other impurities from the water and also kills bacteria through a UV lamp. The enter power comes from solar energy and there is no battary storage. The solar energy is stored in the form of pure water which will be adequate for two days of backup. (Rate Finalised As per NIQ)
34Display Board with Photography
35Add GST @ 18 %
36Add Cess @ 1%

AI Tender Summary

OUR REF NO 41344246
AUTHORITY Local Bodies
TENDER VALUE 3.57 Lakhs
LAST DATE 13-01-2024
Authority
Authority Name Zilla Parishad
Work Description Construction Of Community Based Drinking Water Plant With Solar Energy At Sansad No.Vi Korani Para Of Kharia Gram Panchayat Under 15Th Fc Fund. Activity Id67397643.
Basic Detail
Tender No WB/JAL/SADAR/ KGP/05/23-24
Bidding Type Tender
Location
City kharia
State West Bengal
Key Dates
Publish Date 28 Dec 2023
Submission Date 13 Jan 2024
Open Date 16 Jan 2024
Finance
Tender Value 3.57 Lakhs
Tender Fee Ref. Documents
EMD 7159
Exemption Not Available
Document List
5189ecb8-b48e-4057-9f8b-72bd3eecc2cc.html
BOQ_1357722.xls
Tendernotice_1.pdf

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Tender Timeline

Dec 28, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 13, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 16, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

5189ecb8-b48e-4057-9f8b-72bd3eecc2cc.html

xls

BOQ_1357722.xls

pdf

Tendernotice_1.pdf

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