Public Administrative Department Local Bodies Closing in 0 days TDR #41997756

Tender For Construction Of Dwelling House For Homeless People At Dhantala Under Kranti Gp

Issued by Local Bodies · kranti, West Bengal
Tender Value
3.43 Lakhs
Estimated cost
Bid Submission
12 Feb 2024
0 days left
EMD
6877
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Dwelling House For Homeless People At Dhantala Under Kranti Gp

BOQ

Name of Work: CONSTRUCTION OF DWELLING HOUSE FOR HOMELESS PEOPLE AT DHANTALA UNDER KRANTI GP
Sl. No. Item Description
1Page no :- 1 Item No :- 2-a)Earth 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 the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm
2Page no :- 14 Item No :- 1SingleBrickFlatSolingofpickedjhamabricksincludingrammingand dressing bed to proper level and filling joints withlocal sand.
3Page no :- 35 Item No :- 22-II-a)(II) Cement concrete with 30 mm down graded shingles excluding shuttering. :::: N.B. Variety ::: In ground floor ::: (a) 1:3:6 proportion
4Page no :-15 Item No :- 7-a)Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth
5Page no :- 15 Item No :- 7-b)Brick work with 1st class bricks in cement mortar (1:4) :::::(b) In superstructure, ground floor
6Page no :- 47 Item No :- 125mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer\"s specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
7Page no :- 16 Item No :- 16125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
8Page no :- 26 Item No :- 10-ii)Ordinary 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. (ii ) River Bazree
9Page no :- 42-43 Item No :- 36- f) & 36-a)Hire 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) (f) 25 mm to 30 mm shuttering without staging in foundation
10(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
11Page no :- 43 Item No :- 40-a)-i)-I)Reinforcement 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, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
12Page no :- 1 Item No :- 3-a)Earth 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.
13Page no :- 2 Item No :- 4-A) (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
14Page no :- 101 Item No :- 2-A)M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.i) For roof truss works a) Span up to 12 Mtr
15Page no :- 81 Item No :- 9-i)-a)Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- a) With 0.60 mm thick sheet
16Page no :- 81 Item No :- 10-A)-a)Galvanisedironsheetridgingfittedwithnecessarybolts, screws, washers etc complete.(225mm end lapping). (A) 300 mm lapping each way (a) With 0.60 mm sheet
17Page no :- 48 Item No :- 6-i)Artificial 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 cement (i) 20 mm. thick
18Page no :- 189/P-50 of 96 Item No :- 1-ii)-b)Plaster (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) 20 mm thick plaster
19Page no :- 192 Item No :- 15Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m
20Page no :-194 Item No :- 1-c)White washing including cleaning and smoothening surface thoroughly.All floors : (c) Three coats (on new works only).
21Page no :- 194 Item No :- 4-ii)-b)-i)Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :(ii) External surface (ground floor)( b) Two coats (on new works only) (i) Other than yellow, pink.
22Page no :- 124 Item No :- 11-b)Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor (b) 32 mm thick shutters (single leaf)
23Page no :- 156 Item No :- 1-a)Providing and fixing of false ceiling with powder coated exposed G.I. grid suspension system (E-Grid T 2430/1510 or equivalent load carrying capacity with mid span deflection not exceeding 1/360 span with hanger spacing of 1200mm c/c ) consisting of Main Runner 3600 mm long, Cross Tee 1200 mm / 600 mm long and Wall Angle. The Wall Angle shall be fixed on PVC Dash Fasteners on the perimeter of the wall by steel screws with distance 300mm c/c. The Main Runners to be placed @ 1200 mm. The Cross Tee 1200mm will be inserted in the pre-cut slots of Main Runner at regular interval of 600 mm to form a modular grid of 1200mm X 600mm. Additional Cross Tees of 600 mm shall be placed perpendicular to the Cross Tee 1200 mm long to finally form a grid of 600 mm X 600 mm. Grid of module size 600 mm X 600 mm shall be supported by 6 mm dia G.I. wire from purlins / soffit. 4 mm thick High Pressure Steam Cured Non Asbestos Fibre Cement Standard Ceiling Board (Density > 1300 Kg/m3) of size 595 mm X 595 mm, conforming IS 14862 & Type B Category III of ISO 8336, tested as per AS-1530 part 3 & BS-476 Part 4,5,6,7 & 8, should be placed in the Grid module to form a False Ceiling. All complete as per the drawing & directions of Engineer-in-charge. In ground floorr::: a) False Ceiling (with 4mm thick Fibre Cement Standard Ceiling Board and E- Grid T-2430/1510).
24Page no :- 107 Item No :- 20-b)Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.In Ground floor Flash butt welded windows and ventilators ::: Without integrated grills. (b) Openable steel windows as per IS sizes with side hung sutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
25Page no :- 200 Item No :- 1-a)(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
26Page no :- 200-201 Item No :- 2-A)-b)-iv)(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 : With other than hi-gloss of approved quality- (iv) Two coats (with any shade except white)
27Toilet as per IHHL MODEL ::::::::::::::: (As per Voucher) ---- LS ----
28Scheme Signboard as per direction of EIC ::::::::::::::: (As per Voucher) ---- LS ----
29Add:- GST @ 18%
30Add:- Cess @ 1%

AI Tender Summary

OUR REF NO 41997756
AUTHORITY Local Bodies
TENDER VALUE 3.43 Lakhs
LAST DATE 12-02-2024
Authority
Authority Name Zilla Parishad
Work Description Construction Of Dwelling House For Homeless People At Dhantala Under Kranti Gp
Basic Detail
Tender No WB/019/BDOKNT/23-24 (Retender)
Bidding Type Tender
Location
City kranti
State West Bengal
Key Dates
Publish Date 03 Feb 2024
Submission Date 12 Feb 2024
Open Date 15 Feb 2024
Finance
Tender Value 3.43 Lakhs
Tender Fee Ref. Documents
EMD 6877
Exemption Not Available
Document List
4d0d3dd2-b51f-44aa-a4ad-6759ab81c5f0.html
BOQ_1429197.xls
Tendernotice_1.pdf

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Tender Timeline

Feb 03, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 12, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 15, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

4d0d3dd2-b51f-44aa-a4ad-6759ab81c5f0.html

xls

BOQ_1429197.xls

pdf

Tendernotice_1.pdf

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