Public Administrative Department Local Bodies Closing in 0 days TDR #41565333

Construction Of Anganwadi Centre At Vemtia Kumlaipara_Awc No_541 Underbarogharia Gram Panchayat

Issued by Local Bodies · dhupguri, West Bengal
Tender Value
13.33 Lakhs
Estimated cost
Bid Submission
26 Jan 2024
0 days left
EMD
26667
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Anganwadi Centre At Vemtia Kumlaipara_Awc No_541 Underbarogharia Gram Panchayat

BOQ

Name of Work:CONSTRUCTION OF ANGANWADI CENTRE AT VEMTIA KUMLAIPARA_AWC NO_541 UNDERBAROGHARIA GRAM PANCHAYAT WITHIN DHUPGURI DEVELOPMENT BLOCK UNDER RIDF- XXIX
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.
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.(a) With earth obtained from excavation of foundation.
3(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.
4Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
5Cement concrete with 30 mm down graded shingles excluding shuttering ( N.B. Variety.)In ground floor (1:3:6 proportion)
6Ordinary 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.(b) River bazree
7Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size)excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.(ii ) River Bazree
8Reinforcement 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 with16 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 SteelI. other than steel (1.2% of 7.202m3)JSW/JSPL/SHYAM/SRMB/BNASL/Ecectrosteel/SSL
9Hire 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.
11Brick work with 1st class bricks in cement mortar (1:6)In superstructure, ground floor
12125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor.
13Plaster (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]With 1:4 cement mortar(For Exterior Wall)10 mm thick plaster(For New Work)
1415 mm thick plaster(Outside)
1520 mm thick plaster
16Neat cement punning about 1.5mm thick in wall, Neat cement punning about 1.5mm thick in wall, dado, window,sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
17M.S. structural works in roof trusses with tubular sectionconforming to IS: 806-1968 & IS: 1161- 1998 cnnected to oneanother with bracket, gusset cleats as per design, direction ofEngineer-in-charge complete including cutting to requisite size,....................................................Therates are considered for a height of erection 8 m. / 2nd floor levelfrom the ground. Add 1.5 % extra over the rate for each additionalfloor or 4m. beyond the initial 8 m. or part thereof.i) For trusses spanning up to 12.00 mFor ramp railling and waiting area
18Supplying, 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).b) With 0.63 mm thick sheet
19M.S. works in framed gratings of window etc.made of round or square bars and frame work or M.S. flats (with the bars securely fixed to the flat bar frame) with or without intermediate flat bar stiffener and fixed with necessary screws etc. complete, as directed.
20Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.
21(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
22Supplying, 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 colouringoxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc.(A) FloorWith Sand Cement Mortar (1:4) 20 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
23(B) WallWith 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
24Supplying 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.(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.(A) Deep Colour & White
25Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint fillingRed Variety(i) 25 mm. thick
26a)Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
27(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 super gloss (hi-gloss)](iv) Two coats (with any shade except white)
28Rendering the Surface of walls and ceiling with White Cement baseWATER PROOF wall putty of approved make & brand.(1.5 mm thick)
29Applying 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 papering the surface throughly.
30Acrylic 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
31Applying 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:(b) Two Coat
32Applying decorative cement based paint of approved quality afterpreparing the surface including scraping the same thoroughly(plastered or concrete surface) as per manufacturer\"s specification
33Protective 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.
34Supplying, fitting & fixing factory made foam PVC (density shall not be less than 600 kg/cum) door frame (finished weight of 2.73 kg/mtr.) of size 100mm X 45mmmade off with 5mm thick extruded foam PVC sheet, mitre cut at junction ofhorizontal and vertical member and joined them by heat welding. Entire doorframe profiles to be reinforced with steel primer coated 19 SWG 40mm X 20mmM.S. tube. An additional 5mm thick PVC sheet with desired colour/shade to beprovided at the exposed surface and three nos 5mm thick PVC sheet to beprovided as gap insert. The door frame to be fixed with wall by using 8mm dia.and 100mm long strainless steel screws and PVC fasteners. A minimum of 4 nos.screws to be provided for each vertical member & 2 nos. for horizontal memberall complete as per direction of Engineer-in-Charge.(a) Plain Colour.
35Supplying, Fitting & Fixing 30 mm thick both side prelaminated Factory madesolid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S.frame shall have cost of steel primers of approved make and manufacture, M.S.frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheetout of which 75 mm shall be flat and 20 mm tapered in 45 degree on the innerside to form top & bottom rail and 115 mm wide PVC sheet out of which 75mmshall be flat and 20 mm shall be tapered on both sides to form lock rail. Top,bottom and lock rails shall be provided either side of the panel with 10 mm (5mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom railsheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined togetherwith solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which isto be stuck on the interior side of the “C” channel using PVC solvent adhesiveetc. complete excluding all necessary hardwares as per direction of Engineer-in Charge.
36Bala model painting
37ECCE Materials(Toys for kids about 30 pcs, Outdoor Playing equipments - 2 Nos. Portable Playing equipments -2 Nos., Ghonta /Bell – 1 No. with wooden hammer, Water Purifier -1 No., Display board -2 Nos. Pressure Cooker 5 ltr- 1 Nos. Wall Clock- 1 No. Mirror- 1 No. (4 ft. height), Steel Food Containers etc.(Payment will be made asper voucher)
38Gass Connection and Fire Extinguisher
39Electrification Work
40Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,PartI.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.i) For 10 users
41Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.
42SupplyingPVC water storage tank of approved quality with closed top with lid (black)-multilayer.a) 500 litre capacity
43Labour for hoisting plastic water storage tank
44Labour for punching hole in plastic water storage tank upto 50 mm dia.
45(ii) Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or equivalent) 15 mm
46Orissa Pattern W.Cin white glazed vitreous chainaware of approved brand....(ii) 530 mm X 410 mm
47(ii) Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or equivalent) 15 mm
48Supplying ,fitting & fixingPVC pipes of approved make of (medium duty) conforming to ASTMD-1785 and threaded to match GI pipes as per IS: 1239 (part-I). With all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple...........................(payment will be made on the centre line measurment of total pipe line including all specials..a) for exposed work PVC Pipe15mm dia
4925mm
5032mm
51Supplying,fitting and fixing cast iron \"P\" or \"S\" trap conformimg to I.S. 3989/ 2009 and 1729/ 2002 including lead caulked joints and painting two coats to the exposed surface. (Painting to be paid seperately).A) \"P\" Trapiii) 100 mm
52Supplying, fitting & fixing Cast iron soil pipe only conforming to I.S. 3989/ 2009 and I.S. 1729/2002 with bobbins, nails etc. including making holes in the wall, floor etc. and cutting trenches etc. in any floor through masonry concrete, if necessary, and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. (Measurement will be made along the center line of the total pipe line in fitted condition including specials,payment for specials & Painting will however be paid seperately).(ii) 100 mm dia. (internal)
53Supplying, fitting and fixing chech valve (vertical) G.M. tested to 21 kg per sq. cm.v) 40 mm
54Buster pump for uplifting water from hand tubewell to over haed tank
55Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(v) 40 mm dia
56Supplying, fitting and fixing10 litre porcelain low downcistern of approved make with either or bottom inlet, side over flow, brackets complete with all internal PVC fittings
57S/F/F 0.50HP pump
58Labour 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.(i) 40 mm dia. boring etc.
59Supply of G. I. pipes of TATA make including necessary socketse) 40 mm dia.ii) Medium quality
60Supplying, 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)40 mm
61Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.i) 40 mm dia.
62Supplying, fitting and fixing plug of approved make conforming to I.S. specifications.(i) 40 mm
63Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.
64Supplying, fitting and fixing popular Maya pump no-6 or similar.
65Artificial 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 isnot permitted with ordinary cement).Using grey cement i)25 mm. thick
66Add GST @18 %
67Add Cess @ 1 %

AI Tender Summary

OUR REF NO 41565333
AUTHORITY Local Bodies
TENDER VALUE 13.33 Lakhs
LAST DATE 26-01-2024
Authority
Authority Name Zilla Parishad
Work Description Construction Of Anganwadi Centre At Vemtia Kumlaipara_Awc No_541 Underbarogharia Gram Panchayat
Basic Detail
Tender No DHUPGURI/BDO/NIT-002(2nd call)/2023-24
Bidding Type Tender
Location
City dhupguri
State West Bengal
Key Dates
Publish Date 10 Jan 2024
Submission Date 26 Jan 2024
Open Date 29 Jan 2024
Finance
Tender Value 13.33 Lakhs
Tender Fee 2000
EMD 26667
Exemption Not Available
Document List
90ab49d4-0c7f-4938-96aa-7599c89c9ad0.html
BOQ_1379874.xls
Tendernotice_1.pdf

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Tender Timeline

Jan 10, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 26, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 29, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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90ab49d4-0c7f-4938-96aa-7599c89c9ad0.html

xls

BOQ_1379874.xls

pdf

Tendernotice_1.pdf

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