Public Administrative Department Local Bodies Closing in 0 days TDR #33315560

Construction Of Building Less Sub Health Centre Of West Daukimari Sc Under Jharaltagram- I Gram Panchayat Within Dhupguri Development Block Under 15Th Fc Fund

Issued by Local Bodies · jharaltagram, West Bengal
Tender Value
34.38 Lakhs
Estimated cost
Bid Submission
13 Aug 2022
0 days left
EMD
68766
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Building Less Sub Health Centre Of West Daukimari Sc Under Jharaltagram- I Gram Panchayat Within Dhupguri Development Block Under 15Th Fc Fund

BOQ

Name of Work: Construction of Building Less Sub Health Centre of West Daukimari SC under Jharaltagram- I Gram Panchayatwithin Dhupguri Development Block under 15th FC Fund for the financial year 2022-23
Sl. No. Item Description
1Surface Dressing of the ground in any kind of soilincluding removing vegetation inequalities notexceeding 15 cm depth and disposal of the rubbishwithin a lead upto 75 m as directed
2Earth work in excavation of foundation trenches or drain in all sorts of soils (including mixed soil but excluding laterite or sand stone) including removing spreading ro stacking the spoils within a lead of 75 m, as directed including trimming the side of trenches, levelling dressing an raming the bottom, bailing out water etc. as required complete.
3Earth Work in filling of foundation trenches of plinth with good earth in layers not exceeding 15cmm including watering ramming etc.layer by layer complete ( payment to be made on the basis of measurement of finished quantity work) (a)With earth obtained from excavation of foundation
4(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed andconsolidating 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)
5Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or infoundation or in foundation trenches.
6Pre-Constructional Anti-termite measures:(a) Anti termite treatment to bottom surface ( in caseof masonry foundation and basements) and the sides(upto a height of 300 mm. from bottom) of theexcavation trenches with chemical emulsion byadmixing chloropyrofos emulsifiable concentrates (1%concentration) with water by weight at the rate of 5Litres per sq. m. area. The work shall be carried outas per specification described in 6.2.1. of code IS-6313 (part -II) 1981. (Mode of measurment will bethe plan area of foundation treated.)
7b) Anti termite treatment to back filling of the masonry foundation with chemical emulsion byadmixing chloropyrofos emulsifiable concentrates ( 1% concentration) with water by weight at the rate of 7.5 Litres per sq. m. of the vertical surface of the substructure for each side of the foundation.. The work shall be carried out as per specification described in 6.2.2. of code IS-6313 (part -II) 1981. (Mode of measurment will be vertical area treated.)
825mm. 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).
9Single brick flat soling of picked jhama brick including ramming and dressing bed to proper leveling and filling joints with local sand
10Cement concrete with 30 mm down graded shigles excluding shuttering.
11Ordinary 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.
12Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips(20 mm nominal size) excluding shuttering.and reinforcement. In ground floor as per relevant IS codes.
13First floor
14StaircaseHead Room
15Reinforcement for reinforced concrete work in all sorts of structure 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 16G black annealed wire at every intersction, complete as per drawing and direction
16First Floor
172ndFloor
18Hire and labour charge for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slab, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto the roof of ground floor) ( Details in Bill )(a) 25mm to 30 mm thick wooden shuttering as per decision & direction of Eng-in - Charge.
19G.Floor Above PL
201st Floor
212nd Floor
22Brick work with 1st class bricks in cement mortar (1:4).(a) In foundation and plinth
23Ground floorii) InSuperstructure
24Firstfloor
25Secondfloor
26125 thick brick work with 1st class bricks in cement morter (1:4) in ground floor
27Firstfloorii) InSuperstructure
28Secondfloor
29Labour for Chipping of concrete surface before taking upPlastering work.
30First floor and Second floor
31Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]Ground Floorii) With 1:4 cement mortar20 mm thick
3215 mm thick
3310 mm thick
341st Floorii) With 1:4 cement mortar20 mm thick
3515 mm thick
3610 mm thick
372ndFloor20 mm thick
3815 mm thick
3910 mm thick
40Neat cement plunning about 1.5mm thick in wall dado, window sills, floors, drains etc. using cement @ .152 cu m/100 sq m ( Details in bill)
41Artificial stone in floor, dado, staircase dtc woth cement concrete(4:2:1) with stone chips, laid in panels as directed, with topping made with oridinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including racking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg./ sqm all complete including all materials and labour.
42Extra cost of labour over grey artificial stone for (i) Chequering
43Extra rate for using water proofing and plasticising admixture @ 0.2% byweight of cement (or at manufacturer\"s specified rate) for concrete of variousgrades.
44Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10mm 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)(B) Light Colour
4518 mm. to 22 mm. thick, kota stone slab set in 20 mm thick(avg) cement mortar (1:4) in floor, stair & lobby includingpointing in cement slurry with admixture of pigment matchingthe stone shade, including grinding & polishing as perdirection of Engineer - in - charge to match with the existingwork. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0kg/Sq.m]
46Supplying, 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.a) Area of each tile upto 0.09 Sq.m(i) Coloured decorative
47Wall(i) Coloured decorative
48Rendering the Surface of walls and ceiling with White Cement baseWATER PROOF wall putty of approved make & brand.(1.5 mm thick)in Ground Floor
49In 1st Floor
50in 2nd Floor
51Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly,complete as per manufacturer\"s specification and as per direction of theEIC
52Applying Exterior grade Acrylic primer of approved quality and brandon plastered or cencrete surface old or new surface to receivedecorative textured (matt finish) or smooth finish acrylic exterioremulsion paint including scraping and preparing the surface throughly,complete as per manufacturer\"s specification and as per direction of theEIC.in Ground Floor
53In 1st Floor
54in 2nd Floor
55Protective 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.(Two Coat)c) Super Protective 100% Acrylic Emulsion.in Ground Floor
56In 1st Floor
57in 2nd Floor
58Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish)made of extruded P.V.C. multichamber hollow section having dimensions 60mm x50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical sectionby galvanised steel screws after inserting two number steel brackets asreinforcement making suitable space for placing hinges, one steel tube 40mm x20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side)as reinforcement, the frame will then be fixed in the opening with the help ofP.V.C. expandable fastner/wooden gutties and galvanised steel screws includingcost of all materials and labour, hire charges of tools and appliances, carriage ofall materials, taxes and all other incidental charges complete.
59Supplying fitting and fixing P.V.C. door shutter of approved quality & shade inposition, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C.multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm)wall thickness, the section will have 2nos. built in beads, horizontal & verticalsection shall be fixed to each other by self tapping screws and 2 nos. of solidplastic or M.S. tubular galvanised brackets of length 200mmx80mm andother100mmx100mm both 1.20 mm in each c.................rials taxes and all other incidentalcharges complete.The rate is exclusive of cost of hinges, hasp bolt, towerbolt,door ring etc.In ground floor.
601st floor
61Collapsible 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 collapsible bracings 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.
62M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
63a) MS or WI ornamental Grill of approved design joints continiously welded with M.S. W.I flats and bars for windows , railing etc. fitted & fixed necessary screws and lugs complete.
641st Floor
65Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx
66b) Primer one Coat on steel or other metal surface or on steel or other surface with synthetic enamel / oil bound primer of approved quality including smmothening surfaces by sand papering etc.
67A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface throughly by sand papering etc. including using of approved putty etc. on the surface, if necessary.
68Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white
69Supplying, fitting & fixing of partly glazed partly panelled or fully glazed single leaf Aluminium swing door of all aluminium sections viz door frame ( top and side frame), shutter( top rail, bottom rail, lock rail, door vertical) , glazing clip made of Aluminium Alloy Extrusions conforming to IS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868- 1983, fitted with all other accessories viz. EPDM gusket,cleat, angle screws etc. including labour charges for fitting and fixing of aluminium door with door spring,/aluminium hinges, glass / Panel board all complete as per architectural drawings and direction of Engineer-incharge.
70Supplying 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 - In- Charge. (Payment will be made on finished length of the work).i)Top, bottomandside member
71ii) Louvered Section
72iii)Cleatangle( Non-annodized)
73g)Fixedglazingi)Top,bottom and sidemember.
74ii)Mulion
75iii) Glazingclip.
76Anodised aluminium butt hinges of approved quality manufactured from extrudedsection conforming to I.S. specification (I.S. 205/66) and fitted and fixed withcadmium plated screws:(vii) 100 x 75 x 4.0mm.
77Labour charge for fabrication and installation of composite door,window, partitions made from annodized e……………………..excluding the cost of extruded aluminium sections, glass, neoprene /EPDM gasket, locking arrangement and rollers.iv ) Fixed glazing.
78v ) Louvered window.
79Supplying bubble free float glass of approved make and brandconforming to IS: 2835-1987.i) 4mm thick clear glass.
80viii) 8mm thick coloured / tinted / smoke glass.
81Providing, fitting and fixing in position, medium density fibre board conformingto IS: 12406-1988 for plain and IS: 14587-1998 for prelaminated made of woodfibre bonded with Urea formaldehyde for interior grade and PhenolFormaldehyde for exterior grade conforming to per IS:848-1974 as per approvedmake and brand as per direction of Engineer-in-Charge.C) Both side decorative lamination(I) (II) Interior Grade12 mm
821st Floor
83Anodised aliminium D-type handle of approved quality manufactured fromextruded section conforming to I.S. specification (I.S. 230/72) fitted and fixedcomplete:(a) With continuous plate base (Hexagonal/ Round rod)(iv) 125 mm grip x 10 mm dia rod.
84Anodised aluminium barrel / tower / socket bolt (full covered) of approvedmanufactured from extruded section conforming to I.S. 204/74 fitted and fixedwith cadmium plated screws:(vii) 225mm long x 10mm dia. bolt.
85(iv) 150mm long x 10mm dia. bolt.
86i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with16mm dia rod with centre bolt and round fitting.(b) 250mm long.
87Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming toIS: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) completeA) UPVC Pipes:ii) 110 mm. Dia.
88a) Plain Tee(ii) 110 mm. Dia.
89b) Plain Y(ii) 110 mm. Dia.
90c) Bend 87.5 degree(ii) 110 mm. Dia.
91d) Shoe(ii) 110 mm. Dia.
92Non Schedule Item:Design, Fabrication, Supply, Delivery (factory to health facility) and Fixing of Vinayl Printed Signage/Display board ( Size of board 4 X 5 sqft - 1 nos. .), fabricated with 16 SWG rectangular MS angle / flat iron structure. Facia to be made of 1.5 mm ACP sheet and Logo, Color,lettering style etc. will be made as per approved specification which is to be ed Item digitally printed on Vinayl sheet by computerized inscription. Vinayl printed sheet to be fixed on ACP sheet. Ready signage to be fixed on wall/roof by 50x50 mm angle iron or as per site requirement incl. The matter is to be done as per approved specification. Non Schedule. As per rate analysis.
93Sanitary plumbing works
94Sinking of 80 mm x 40 mm dia tube well
95Electrification work
96Add GST 12 %
97Add Cess 1 %

AI Tender Summary

OUR REF NO 33315560
AUTHORITY Local Bodies
TENDER VALUE 34.38 Lakhs
LAST DATE 13-08-2022
Authority
Authority Name Zilla Parishad
Work Description Construction Of Building Less Sub Health Centre Of West Daukimari Sc Under Jharaltagram- I Gram Panchayat Within Dhupguri Development Block Under 15Th Fc Fund
Basic Detail
Tender No DHUPGURI/BDO/NIT-003/2022-23
Bidding Type Tender
Location
City jharaltagram
State West Bengal
Key Dates
Publish Date 29 Jul 2022
Submission Date 13 Aug 2022
Open Date 16 Aug 2022
Finance
Tender Value 34.38 Lakhs
Tender Fee 4000
EMD 68766
Exemption Not Available
Document List
16fa3f55-30b7-4a99-afbe-621930aac4de.html
BOQ_768951.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 29, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 13, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 16, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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16fa3f55-30b7-4a99-afbe-621930aac4de.html

xls

BOQ_768951.xls

pdf

Tendernotice_1.pdf

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