Public Administrative Department Local Bodies Closing in 0 days TDR #45424120

Construction Of Lodge Above The Office Canteen Within Office Premises Under Mal Development Block For The Year 2023-24 Under The Fund Of 5Th Sfc.

Issued by Local Bodies · Jalpaiguri, West Bengal
Tender Value
15.14 Lakhs
Estimated cost
Bid Submission
19 Oct 2024
0 days left
EMD
30293
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

construction Of Lodge Above The Office Canteen Within Office Premises Under Mal Development Block For The Year 2023-24 Under The Fund Of 5Th Sfc.

BOQ

Name of Work: Construction of Lodge above the office canteen within office premises under Mal Development Block for the year 2023-24 under the fund of 15th SFC.
Sl. No. Item Description
1(Item No. 10, Page No. 26 of PWD Building Schedule (2017) (3rd Corrigendum)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 BazreeIn first floor
2(Item No. 36, Page No. 42 of PWD Building Schedule (2017) (3rd Corrigendum)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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. In first floor(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge.
3(Item No. 7(a), Page No. 15 of PWD Building Schedule (2017) (3rd Corrigendum)125 mm. thick brick work with 1st class bricks in cement mortar (1:4) infirstfloor.In first floor
4(Item No. 40, Page No. 43 of PWD Building Schedule (2017) 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 III. TATA/SAILIn first floor
5( Page No. 24 ,Item No. 4(b), of PWD Building Schedule (2017) (3rd Corrigendum)Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.In first floor
6(Page No. 66 ,Item No. 36 (I) (B) of PWD Building Schedule (2017) (3rd Corrigendum)Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer\"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e)(I) With application slurry @1.75 kg/ Sq.m, 20 mm sandcement mortar (1:4) & 2 mm thick cement slurry at back sideof tiles, 0.2 kg/ Sq.m white cement for joint filling withpigment.(B) Light ColourIn first floor
7(Item No. 1 (ii)(a & b), Page No. 189 of PWD Building Schedule (2017)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(a) 20 mm thick plasterIn first floor
8(ii) With 1:4 cement mortar (b) 15 mm thick plaster
9(Item No. 1(d), Page No. 114 of PWD Building Schedule (2017)Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals).(d) Sal : LocalIn first floor
10(Item No.- 15; Page No.- 125 of PWD Bldg. Schedule)Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47mm with a wall thickness of 5 mm, made out of extruded 5 mm, PVC sheet mitercut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15mm M.S. square tube. The two vertical door profiles are to be reinforced with 19mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided throughout the frame. The door frame shall be fixed with the wall using 65/100 mm longM.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos ofscrews to be provided for each vertical member and minimum 2 Nos forhorizontal member etc. complete as per Manufacturer‟s specification anddirection of Engineer-in-Charge.In first floor
11Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC DoorShutter consisting of outer frame made out of M.S. tubes of 19 gauge thicknessand size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have costof steel primers of approved make and manufacture, M.S. frame covered with 5mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out ofwhich 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle oneither sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top &bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock railsshall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm widecross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th.both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles&rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner sideand joined together with solvent cement adhesive. An additional 5 mm th. PVCstrip of 20 mm which is to be stuck on the interior side of the “C” channel usingPVC solvent adhesive etc. complete excluding all necessary hardwares as perdirection of Engineer-iIn first floor
12(Item No. 12(a), Page No. 124 of PWD Building Schedule (2017)Supplying solid flush type doors of deluxe decorative (both side) quality, conforming to I:S 2202 timber frame consisting of top and bottom rail and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 27.5mm wide battens places both ways in order to made the door of solid core and internal lipping with teak, mahogony or rose wood approved decorativeveneers using phenol formaldehyde as glue etc. complete, including fitting, fixing the shutters in position but excluding the cost of hinges and other fittings inground floor:(a) 35mm thick shutters (single leaf) In first floor
13(Item No. 1(a)IV, Page No. 200 of PWD Building Schedule (2017)Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.In first floor
14(Item No. 3B(b)IV, Page No. 201 of PWD Building Schedule (2017)(B) Painting with superior quality aluminium paint of approved make andbrand including smoothening surface by sand papering etc. on steelsurface : (b) Two coatsIn first floor
15(Item No.5(b), Page No.204 of PWD Building Schedule (2017) (b) Rendering the surface of walls and ceiling with white cement basedwall putty of approved make and brand(1.5mm thick)In first floor
16(Item No.7(ii), Page No.195 of PWD Building Schedule (2017)Applying Interior grade Acrylic Primer of approved quality and brand on plastered or concrete 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) (b) Two Coats ii) Solvent based interior grade Acrylic Primerii) Solvent based interior grade Acrylic PrimerIn first floor
17(Item No.15, Page No.197 of PWD Building Schedule (2017)Applying decorative cement based paint of approved quality afterpreparing the surface including scraping the same thoroughly(plastered or concrete surface) as per manufacturer\"s specification.(iii) Two coats. In first floor
18(Page No. 197 ,Item No. 17(b)of PWD Building Schedule (2017)Protective and Decorative Acrylic exterior emulsion paint of approvedquality, 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 EmulsionIn first floor
19( Page No. 140 ,Item No. 5 viii, of PWD Building Schedule (2017)Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.(viii) 100mm. X 75mm. X 3.50mmIn first floor
20(Page No. 140,Item No.4,(a),of PWD Building Schedule (2017)Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately)(a) 40mm X 6mm, 250mm LengthIn first floor
21(Item No. 5(b), Page No. 242 of PWD Building Schedule (2017)Supplying concealed type heavy duty PVC headed aluminium tower boltfor double leaf doors as per approved make and brand as per direction ofEngineer-in-Charge.(b) 250 mm long In first floor
22(Item No. 16(c), Page No. 143 of PWD Building Schedule (2017)(c) Supplying 6 levers \"Godrej\" Crystal Satine Mortice Lock with keys includingfitting & fixing complete. In first floor
23( Page No. 141 Item No. 7 b of PWD Building Schedule (2017)Iron catch hook of approved quality fitted and fixed to shutter and chowkat.(b) 6mm dia x 225mm longIn first floor
24( Page No. 143 Item No. 19 (ii) of PWD Building Schedule (2017)(ii) Door stopper (Anodised aluminium)In first floor
25(Page No. 82 , Item No. 14(a),of PWD Building Schedule (2017)Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)a) With 0.5 mm thick sheetIn first floor
26(Item No. 2A), Page No. 101 of PWD Building Schedule (2017)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. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereofIn first floor
27(Item No. 35 B(a)(i) & A (i), Page No.64 of PWD Building Schedule (2017)Supplying, 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 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. (a) Area of each tile upto 0.09 Sq.m(i) Coloured decorative In first floor
28(Page No. 165 ,Item No. 36 (I) (B) of PWD Building Schedule (2017) (3rd Corrigendum)M.F. suspended ceiling made with 12.5 mm thick Gypsum plaster board including G.I. perimeter channel of 0.55 mm flush (having two flanges 20 mm and 30 mm respectively and web 27 mm ) along with perimeter of ceiling with G.I. intermediate channel of 0.9 mm thick size 45 mmx15mm placed at 750 mm c/c with G.I. ceiling angle of size 25 mmx10mmx0.55 mm thick fixed to the ceilingwith G.I. Cleat and steel expansion fastener ceiling section 0.55 mm thick of size 51.50 mmx26mm fixed to the intermediate channels with the help of connecting clip and in the direction of perpendicular to the intermediate channel of 300 mm c/c 12.5 mm thick Gypsum plastered board are to be fixed under ceiling section as above by machine screws. The boards are to be joined and finished with jointing compound, paper tape and application of top coat etc. as per the direction ofEngineer-in-charge. (The rate includes of cost of all materials including taxes, cost of accessories, fittings and fixtures, scaffolding and labour charges etc. complete)In first floor
29(Item No. 20 (b), Page No.107 of PWD Building Schedule (2017)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 first floor
30(Page No. 237 No. 1 (B)(d) of PWD Building Schedule (2017)Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISI embossed / certified make and brand as per direction of Engineer - InCharge. (Payment will be made on finished length of the work).(B) 15 Micron colour annodizingb) 3- track sliding windowi) Bottom frame
31b) 3- track sliding windowSide frame
32a) 2- track sliding windowi) Bottom frame
33a) 2- track sliding windowii) Top frame & Side frame
34(Page No. 237 Item No. 1(B)(d)of PWD Building Schedule (2017)Supplying profiles of required section made of Aluminium Alloy Extrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized (with required film thickness and specified colour / natural) matt finished conforming to IS: 1868-1983 for fabrication of composit door, sliding & casement windows, partitions, formed of basic sections of any ISIembossed / certified make and brand as per direction of Engineer - InCharge. (Payment will be made on finished length of the work).(B) 15 Micron colour annodizing.d) Shutter for all track sliding windowi) Bottom & Top memberIn first floor
35ii) Style side member
36iii) Interlock member.
37(Page No. 243 No. 9 (of PWD Building Schedule (2017)Supplying bubble free float glass of approved make and brandconforming to IS: 2835-1987.v) 6mm thick clear glassIn first floor
38(Page No. 242,Item No. 8 (i)(a) of PWD Building Schedule (2017)Supplying EPDM gusket of approved make and brand as per direction ofEngineer in charge.i) For sliding windows a) \" T\" shaped EPDM gasket for frames. In first floor
39(Page No. 239 , Item No. 2,of PWD Building Schedule (2017)Labour charge for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units:-ii ) 3 /4 track sliding window.ii ) 3 /4 track sliding window.In first floor
40i ) 2 track sliding windowIn first floor
41(Page No. 242,Item No. 7of PWD Building Schedule (2017)Supplying maruti lock (100mm)In first floor
42(Item No. 18, Page No. 106 of PWD Building Schedule (2017)Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsiblebracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete.(Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) In ground floor
43Add Sanitation & Plumbing work @ 7.5%
44Add Electrification work @ 7.5%
45Add:- GST @ 18%
46Add:- Cess @ 1%

AI Tender Summary

OUR REF NO 45424120
AUTHORITY Local Bodies
TENDER VALUE 15.14 Lakhs
LAST DATE 19-10-2024
Authority
Authority Name Zilla Parishad
Work Description construction Of Lodge Above The Office Canteen Within Office Premises Under Mal Development Block For The Year 2023-24 Under The Fund Of 5Th Sfc.
Basic Detail
Tender No WB/51/EO/MAL PS/2024-25
Bidding Type Tender
Location
City Jalpaiguri
State West Bengal
Key Dates
Publish Date 25 Sep 2024
Submission Date 19 Oct 2024
Open Date 22 Oct 2024
Finance
Tender Value 15.14 Lakhs
Tender Fee Ref. Documents
EMD 30293
Exemption Available
Document List
5d905246-f384-43ef-a4b5-9eb8061c8c9c.html
BOQ_1674828.xls
Tendernotice_1.pdf

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Tender Timeline

Sep 25, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 19, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 22, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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5d905246-f384-43ef-a4b5-9eb8061c8c9c.html

xls

BOQ_1674828.xls

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Tendernotice_1.pdf

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