Public Administrative Department Local Bodies Closing in 0 days TDR #37192091

Tender For Installation Of Solar Sub-Mersible Pump With 1.00 Hp Motor And 1000 Ltrs Tank At Pardupsa Paschimpara

Issued by Local Bodies · paschimpara, West Bengal
Tender Value
3.44 Lakhs
Estimated cost
Bid Submission
18 Apr 2023
0 days left
EMD
6892
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Installation of Solar Sub-mersible Pump with 1.00 HP Motor and 1000 Ltrs Tank at Pardupsa Paschimpara under Nandai G.P.(2nd Call)

BOQ

Name of Work:Installation of Solar Sub-mersible Pump with 1.00 HP Motor and 1000 Ltrs Tank at Pardupsa Paschimpara under Nandai G.P.(2nd Call)
Sl. No. Item Description
1Labour 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.(a) For depth upto 150 metre.(iii) 80 mm dia. boring etc
2Labour 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 of pipes, strainers, blind pipes etc. complete.(a) For depth upto 250 metre for 100 mm dia. Tube well with top enlargement of 200 mm dia.(upto 50 metre)(i) First 50 metre
3Supply 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).(A) PVC Pipes50 mm dia PVC Pipe
4100 mm dia PVC Pipe
5L) Reducing Socket(100 X 50)
6Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.(ii) 50 mm dia.
7Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.50 mm dia
8Supplying, fitting and fixing G.I. cap at top(i) 100 mm
9Supply of G.I pipes of TATA make including necessary sockets(i) 100 mm dia.,(i) Medium quality
10(d) 32 mm dia.(ii) Medium quality
11Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.
12Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (b) 1000 litre capacity
13Supplying, fitting and fixing PVC pipes of approved 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 of painting with approved paint 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. Payment for painting will be made seperately) (a) For Exposed Work PVC Pipes (Dia) 20 mm
1415 mm
15Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).Viii) 20 mm dia
16Supplying, fitting and fixing bib cock or stop cock.(e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent)15 mm
17Part-B StructureEarth work in excavation of foundation trenches or drainsin all sorts of soil (including mixed soilbut excluding latarite and sand stone) including removing spreading or stack- ing the spoils within in a lead of 75m. as directed. The item includes trimming the sides of trenches, leveling, dressing and ramming the bottom, bailingout water as required complete.a)Depth of excavation not exceeding 1.500 Mtr.
18Filling in foundation by silver sand or plinth in layer not exceeding150 mm. thick as directed and consolidatingthe same by through saturation with water, ramming complete including the cost of supply of sand.
19Single Brick flat soling of picked jhama bricks etc.with local sand
20I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor(A) [Pakur Variety](a) 1:3:6 proportion
21Ordinary 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.(i) Pakur Variety
22Reinforcement 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 inter-section, complete as per drawing and direction.a)For works in foundation basement upto roof of ground floor/upto 4 mtr. i)Tor Steel /Mild SteelII. Other than SAIL/TATA/RINL
23Hire and labour charges for shuttering with centering & necessary staging upto 4.0 Mtr. usuing approved stout props and thick hard wood planks of approved thickness for required bracing for concrete slab, beam, column, lintel, curved or srtaight including fitting, fixing, stripping out after completion of the work upto roof of ground floor. (a) 25mm to 30 mm thick shuttering without staging
24(b) 25 mm to 30 mm thick shuttering as per direction with prop
25Brick work in cement morter (1:6) including cost of scaffolding and other incidental works complete. a) In foundation and plinth
26b) in superstructure, Ground floor
27125 mm thick Brick work with 1st class bricks in cement mortar (1:4)
28Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc)complete. A) UPVC Pipes:(i) 75 mm. Dia
29Plaster to wall, floor , ceiling etc. with sand cement mortar including rounnding off or chamfering corners as directed in G.F level(i) With 1:6 cement mortar(b) 20 mm thick plaster
30(c) 15 mm thick plaster
31(ii) With 1:4 cement mortar(c) 10 mm thick plaster
32Supplying, 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) Wall(a) Area of each tile upto 0.09 Sq.m(i) Coloured decorative
3325mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10mm. Nominal size] and admixture of water proofing compound as per manufracturer\"s specification etc. as directed.
34Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC. (In Ground Floor)(a) One Coati) Water based interior grade Acrylic Primer
35Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer\"s specification) including cleaning and smoothning of surface.Two Coats. (Ground Floor Level)
36Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement25 mm thick
37M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, 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 Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection 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 incidental chages such as electricity charges, labour insurance charges etc.II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m
38Sloar Module supply transport installation and commissioning of MNRE/IEC approved solar module of multi crystaline cell with min. efficiency of 15% and fill factor more than 70% laminated between sheet of ethylene vinyl acetate and high transmissivity 3.2 mm tampered glass framed in anodised aluminium frame. The power output of individual PV modules used in the PV array under STC should be minimum of 3000 Watt peak with adequate provision for measurement tolerance modules supplied with the SPV system should have certificate as per IEC 612.15 specification or equivalent national or international standards modules must qualify to IEC 61730 part-I and Part-II for safety qualification testing and salt mist corrosion testing as per IEC 61701/ IS 61701 and having warranty for output wattage which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Necessary test certificate should be supplied for 1HP off grid solar water pumping system, 1200 Wp with 300 Wp SVP panel.
39Supply and installation of 80mm. Bore well 1HP/0.75 KW sub-mersible pump single phase 220V along with necessary accessories complete set suitable for solar operation including loading/unloading transportation etc. as per dicetion of EIC.
40Earthing with 50mm. Dia G.I. Pipe 3.64 mm. thick x 3.04 m. long and 1 x 4 SWG GI wire 4.0 m. long, 13mm. Dia x 80mm. Long GI blots double nuts double washer including S&F 15mm. Dia GI pipe protection (1.0 m. long to be filled with bitumen partly under the grpound level and partly above ground level driven to an average depth of 3.65m. below the ground level as belowTATA medium GI Pipe.
411 HP VFD Pump Controller
42Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete,shuttering, nuts & bolts, washer etc. complete.)
43GST 18 .00%
441.00 % Labour welfare Cess

AI Tender Summary

OUR REF NO 37192091
AUTHORITY Local Bodies
TENDER VALUE 3.44 Lakhs
LAST DATE 18-04-2023
Authority
Authority Name Zilla Parishad
Work Description Installation of Solar Sub-mersible Pump with 1.00 HP Motor and 1000 Ltrs Tank at Pardupsa Paschimpara under Nandai G.P.(2nd Call)
Basic Detail
Tender No Kalna-I PS/03/20232-23(2nd Call)
Bidding Type Tender
Location
City paschimpara
State West Bengal
Key Dates
Publish Date 11 Apr 2023
Submission Date 18 Apr 2023
Open Date 20 Apr 2023
Finance
Tender Value 3.44 Lakhs
Tender Fee Ref. Documents
EMD 6892
Exemption Not Available
Document List
74b557db-8116-4f3f-95f7-4a764e21e526.html
BOQ_1039646.xls
Tendernotice_1.pdf

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Tender Timeline

Apr 11, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Apr 18, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Apr 20, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

74b557db-8116-4f3f-95f7-4a764e21e526.html

xls

BOQ_1039646.xls

pdf

Tendernotice_1.pdf

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