Public Administrative Department Local Bodies Closing in 0 days TDR #30584188

Construction Of 2 ( Two ) Su Sasthya Kendra At A ) Mechhua Dhurabala In Dhanirampur I B ) Dhanirampur Construction Of 2 ( Two ) Su Sasthya Kendra At A ) Mechhua Dhurabala In Dhanirampur I B ) Dhanirampur In Dhanirampur Ii Gp Under Falakata Block U

Issued by Local Bodies · falakata, West Bengal
Tender Value
81.37 Lakhs
Estimated cost
Bid Submission
17 Jan 2022
0 days left
EMD
1.62 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of 2 ( Two ) Su Sasthya Kendra At A ) Mechhua Dhurabala In Dhanirampur I B ) Dhanirampur Construction Of 2 ( Two ) Su Sasthya Kendra At A ) Mechhua Dhurabala In Dhanirampur I B ) Dhanirampur In Dhanirampur Ii Gp Under Falakata Block Under Alipurduar Zilla Parishad

BOQ

Name of Work: CCONSTRUCTION OF 2 (TWO) SU SASTHYA KENDRA AT A) MECHHUA DHURABALA IN DHANIRAMPUR I B)DHANIRAMPUR IN DHANIRAMPUR II GP UNDER FALAKATA BLOCK UNDER ALIPURDUAR ZILLA PARISHAD
Sl. No. Item Description
1Earth 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.
2Earth 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.
3B) Filling in foundation or plinth by fine 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)
4Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches..
5Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. a) Single brick flat soling (thickness 75 mm.)
6Cement concrete with graded stone balast (40mm size excluding shuttering) in ground floor(B) N.B. variety. (a) 1:3:6 Poportion.Ground Floor
7Ordinary 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) N.B. Variety Ground Floor
8First floor
9Reinforcement for reinforced concrete work in all sorts of structure i/c. distribution bars, stirrups, binders etc. including supply of rods, straightening and removal of loose rust (if necessary) cutting to requisite length, hooking and binding to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(i) Tor steel/Mild Steel. (JSW/JSPL/SHYAM/ SRMB/BMASL/ ELECROSTEEL/SSLL. Gr. Floor
101st. Floor
11Hire 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 thick wooden shuttering without staging in foundation.Foundation
12a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Ground floor
131St floor
14Brick work with 1st class bricks in cement mortar (1:4) a) In foundation and plinth
15b) In superstructure ground floor.
161st floor
1725mm. 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
18125mm thick B/W with 1st class bricks in cement mortar (1:4) In Ground floor
191st floor
20Supplying 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 contractor) (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment.(B) Light Colour , Ground Floor
21First floor
2218 mm. to 22 mm. thick, kota stone slab set in 20 mm thick (avg) cement mortar (1:4) in floor, stair & lobby including pointing in cement slurry with admixture of pigment matching the stone shade, including grinding & polishing as per direction of Engineer - in - charge to match with the existing work. [Slurry for bedding @ 4.4 kg/Sq.m and pointing @2.0 kg/Sq.m], G.F
23First floor
24Supplying, fitting & fixing 1st quality Ceramic tiles in wall and floors to match with the existing work and 4 nos. of key stones ( 10 mm ) 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) Floor , with sand cement mortar (4:1) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement 2.91 kg./M2 & joint filling using white cement slurry @ 0.20 kg./Sq.M, (a) Area of each tile upto 0.09 Sq.M , (ii) Other than Coloured decorative including white
251st floor
26(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 M2 (ii) Other than Coloured decorative including white, G.F
271st floor
28Labour for Chipping of concrete surface before taking up Plastering work.
29Plaster (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 motar a) 10mm thk plaster ,Ground Floor
301st floor
31i) With 1:6 cement motar, c) 15mm thk plaster ,Ground Floor
321st Floor
33(i) With 1:6 cement mortar, (c) 20 mm thick plaster, Gr. Floor
341st Floor
35Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick), Ground Floor
361st floor
37Applying 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 Coat, ii) Solvent based interior grade Acrylic Primer, Gr. Floor
381st Floor
39Acrylic 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, Gr. Floor
401st Floor
41Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior 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: Two coats, Gr. Floor
421st Floor
43Protective and Decorative Acrylic exterior emulsion paint of approved quality, 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, b) Normal Acrylic Emulsion, Gr. Floor ,
441st Floor
45Supplying, 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)
46M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary 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. i) For trusses spanning up to 12.00 m
47Supplying 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 x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm 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 of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete.
48Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, 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 & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower bolt,door ring etc..PVC Door Shutter-37 mm thick
49M.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.In ground floor.
50MS or WI Ornamental grill or approved design joints continuously welded with MS or WI flats and bars of window, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (i) Grill weighing above 10kg/m2 and upto 16kg/m2
511st floor , (i) Grill weighing above 10kg/m2 and upto 16kg/m2
52Supplying 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 composite Door , Sliding & casement windows, Partitions, formed of Basic Sections of any IS embossed / certified make and Brand as per Direction of Engineer-in-Incharge. ( Payment will be made on finished length of the work ) (A)10-12 Micron thickness annodizing film, i) Natural White, a) 2-track sliding window, i) Bottom frame
53ii) Top and side frame
54a) Shutter for all track sliding window.i) Bottom & Top member
55ii) Style Side member
56iii) Interlocking member
57h) Louvered window, i) Top, bottom and sidemember,
58ii)Louvered Section
59iii) Cleat angle ( Non-annodized)
60k) Movable Door Shutter,i) Door frame. (Top & Sides)
61ii) Shutter,Top rail
62Bottom rail
63Lock rail
64Door vertical
65Glazing Clip
66g) Fixed glazing, i) Top, bottom and side member.
67iii)Glazing clip.
681st Floor i) Natural White, a) 2-track sliding window,i) Bottom frame
69ii) Top and side frame
70a) Shutter for all track sliding window,i) Bottom & Top member
71ii) Style Side member
72iii) Interlocking member
73h) Louvered window, i) Top, bottom and sidemember
74ii)Louvered Section
75iii) Cleat angle ( Non-annodized)
76k) Movable Door Shutter ,i) Door frame. (Top & Sides)
77ii) Shutter ,Top rail
78Bottom rail
79Lock rail
80Door vertical
81Glazing Clip
82g) Fixed glazing, i) Top, bottom and side member.
83iii)Glazing clip.
84Supplying EPDM gusket of approved make and brand as per direction of engineer- in- charge, i)For sliding windows ,a) \" T\" shaped EPDM gasket for frames.
85iii) Weather gasket / wool pile for door vertical
861st Floor, i)For sliding windows, a) \" T\" shaped EPDM gasket for frames.
87iii) Weather gasket / wool pile for door vertical
88Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws:(vii) 100x75x4.00 mm
89Supplying 4 lever mortice lock of any approved make and brand as per direction of the Engineer-in-Charge.(a) 100 mm
90Labour charges for fabrication and installation of composite door, window, partitions made from annodized extruded alloy aluminium sections for the following units. (A) Glazed aluminium sliding windows made of extruded and annodized alloy aluminium sectios, fabrications, including cutting to proper shape and size, drilling and aligning of window shutter frame fitted with in built locking arrangements, sliding rollers and other necessary fittings, fixture, adhesives and joineries along with extruded neoprine or EPDM gasketing in between window frame and masonry work (walls, column, beam.lintels etc.) as well as between glass and shutter frame for fixing glass and Polysulphide sealant and in between shutter and window frame where necessary including cutting to requisite size and fixing glass as per drawing, specification and direction of EIC. The rate includes the hire charge of all tools and plants, including all incidental charges, adhesive, joineries such as screw, cleat angle etc. but excluding the cost of extruded aluminium sections, glass, neoprene / EPDM gasket, locking arrangement and rollers.(i) 2 Track sliding window
91(v)Louvered window
92(B) Partly glazed partly panelled or fully glazed single leaf alunminium swing door made of extruded and annodized alloy aluminium sections, fabrication including cutting to proper shape and size, drilling and aligning, fitted with heavy duty hydraulic action floor sping placed in the floor with mending damages,with top pin assembly of approve make and brand, fitted with in built locking arrangement, flush bolt, glazing clips and all other necessary fittings, fixtures, adhesives and joineries, cutting glass of approved make to requisite shape and size fitting with dry set neoprene or EPDM asketing, cutting to requisite shape and size panel board (prelaminated particle block) fixing them with glazing clips as per drawing, specification and direction of Engineer in charge. Ground Floor
93First floor
94Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987. Ground floor
95First floor
96Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. as per IS:12866-1989. (In all floors for internal wall & upto 6 m height for external wall) (d) 3.0 mm thick (5.10 Kg/Sq.m)
97Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (a) With continuous plate base (Hexagonal/ Round rod) (iv) 125 mm grip x 10 mm dia rod.
98Anodized aluminum barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws: (vii) 225mm long x 10mm dia. Bolt
99(iv) 150mm long x 10mm dia. bolt.
100i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting,(b) 250mm long.
101Supplying, 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)
102Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.G.F
103First floor
104Painting with best quality synthetic enamel paints of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. the surface, if necessary. (b) On steel or other metal surface with super gloss ( hi gloss ), (i) Two coat ( With any shade Except White ) Ground floor
105First floor
106Collapsible Gate with (40x40x6mm) Tee as top & bottom Guide rail, 20x10x2mm Vartical channel 100 mm as per in fully stretched portion 20x5 MS flats as collapsible lovacings property rivetted & washered including 38mm steel rollers including locking arrangement , fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in wall, floor etc. and making good damages complete.
107Supplying, 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 etccomplete.A) UPVC Pipes: (ii)110 mm. Dia.
108a) Plain Tee, (ii)110 mm. Dia.
109b) Plain Y, (ii)110 mm. Dia
110c) Bend 87.5 degree, (ii)110 mm. Dia.
111d) Shoe (ii)110 mm. Dia.
112Sanitary &Plumbing works ( Payment will be made as per PWD schedule of rates )
113Electrification works( Payment will be made as per PWD schedule of rates )
114Water Augmentation( Payment will be made as per PWD schedule of rates )
115GST @12%
116Labour Welfare Cess @ 1 %

AI Tender Summary

OUR REF NO 30584188
AUTHORITY Local Bodies
TENDER VALUE 81.37 Lakhs
LAST DATE 17-01-2022
Authority
Authority Name Zilla Parishad
Work Description Construction Of 2 ( Two ) Su Sasthya Kendra At A ) Mechhua Dhurabala In Dhanirampur I B ) Dhanirampur Construction Of 2 ( Two ) Su Sasthya Kendra At A ) Mechhua Dhurabala In Dhanirampur I B ) Dhanirampur In Dhanirampur Ii Gp Under Falakata Block Under Alipurduar Zilla Parishad
Basic Detail
Tender No WBZP/21-EE/APD/2021-22
Bidding Type Tender
Location
City falakata
State West Bengal
Key Dates
Publish Date 04 Jan 2022
Submission Date 17 Jan 2022
Open Date 20 Jan 2022
Finance
Tender Value 81.37 Lakhs
Tender Fee Ref. Documents
EMD 1.62 Lakhs
Exemption Not Available
Document List
BOQ_695107.xls
Tendernotice_1.pdf
681b8e80-b736-4289-bb6b-8452398f1693.html

Unlock Full AI Tender Summary

Get instant access to the complete AI-generated analysis — scope, eligibility, timeline & more.

Instant Access Secure Free
Your details are secure and used only for document delivery.

Tender Timeline

Jan 04, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 17, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 20, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_695107.xls

pdf

Tendernotice_1.pdf

html

681b8e80-b736-4289-bb6b-8452398f1693.html

Disclaimer

We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender

TenderDetail
Loading tenders