Public Administrative Department Local Bodies Closing in 0 days TDR #33929938

Construction Of Block Public Health Unit ( Bphu ) At Ratua Rh Under Ratua-I Block, Malda.

Issued by Local Bodies · ratua, West Bengal
Tender Value
55.35 Lakhs
Estimated cost
Bid Submission
29 Sep 2022
0 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Block Public Health Unit ( Bphu ) At Ratua Rh Under Ratua-I Block, Malda.

BOQ

Name of Work:Construction of Block Public Health Unit (BPHU) at Ratua RH under Ratua-I Block, Malda.
Sl. No. Item Description
1Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbishwithin a lead upto 75 m as directed.
2Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm.
3Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work)(a) With earth obtained from excavation of foundation
4(A) Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supplyof sand. (payment to be made on measurement offinished quantity)(B) Do - by fine sand
5Supplying and laying Polythene Sheet (150gm / sq.m.) overdamp 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 IS6313 (part -II) 1981. (Mode of measurment will bethe plan area of foundation treated.)
7(d) Treatment to the back filling of R.C.C. foundationwith chemical emulsion by admixing chloropyrofosemulsifiable concentrate (1% concentration) withwater by weight at the rate of 7.5 ltr. per sq.m. of thevertical surface of the substructure of each side of thefoundation. The work shall be carried out as perspecification as described in para 6.3.1 of code IS6313 (part-II) 1981 (Mode of measurement will be persq.m. of vertical area of foundation treated).
825mm. thick damp proof course with cement concrete withstone chips (1:1.5:3) [with graded stone aggregate 10 mmnominal size] and admixture of water proofing compound asper manufacturer\"s specification followed by two coat ofpolymer based paint, (1st coat after 4 to 5 days of concretelaying and 2 nd coat just before brick masonry work) asdirected (cost of water proofing compound & polymer basedpaint to be paid separately).( Chequering not required overconcrete or painted surface).[Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C).
9Single Brick Flat Soling of picked jhama bricks including ramming anddressing bed to proper level and filling joints with local sand.
10(I) Cement concrete with graded stone ballast (40 mm size excludingshuttering)In ground floor(A) [Pakur Variety](a) 1:3:6 proportion
11Ordinary 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(i) Pakur Varietya) Gr Flr and Foundation
12b) First Floor
13c) Second Floor
14Reinforcement for reinforced concrete work in all sorts of structuresincluding distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawingand direction.II. Other thanSAIL/ TATA/RINL(a) For works in foundation and upto roof of ground floor/upto 4 m
15b) First Floor
16c) Second Floor
17Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approvedthickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out aftercompletion of works (upto roof of ground floor)(When the height of a particular floor is more than 4 m the equivalent floorheight shall be taken as 4 m and extra for works beyond the initial 4 m ht.shall be allowed under 12 (e) for every 4 m or part thereof)(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shutteringin any concrete work Sa) in foundation and Gr Flr
18b) in First Floor
19c) In 2nd Floor
20Brick work with 1st class bricks in cement mortar (1:6)a) in foundation & plinth
21b) in superstructure Gr Floor
22c) in First Floor
23d) in 2nd Floor
24125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor.
25c) in First Floor
26d) in 2nd Floor
27Labour for Chipping of concrete surface before taking up Plastering work.
28Plaster (to wall, floor, ceiling etc.) with sand and cement mortarincluding rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface] (i) With 1:6 cement mortar,(b) 20 mm thick plaster,I) in Gr Flr
29c) in First Floor
30d) in 2nd Floor
31(c) 15 mm thick plaster,I) in Gr Flr
32II) in 1st Flr
33III) in 2nd Flr
34(ii) With 1:4 cement mortar,(c) 10 mm thick plasterI) in Gr Flr
35II) in 1st Flr
36III) in 2nd Flr
37Neat cement punning about 1.5mm thick in wall, dado, window,sill, floor etc.
38Artificial stone in floor, dado, staircase etc with cementconcrete (1:2:4) with stone chips, laid in panels as directedwith topping made with ordinary or white cement (asnecessary) and marble dust in proportion (1:2) includingsmooth finishing and rounding off corners including rakingout joints or roughening of concrete surface and applicationof cement slurry before flooring works using cement @ 1.75kg/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).In ground floor.3 mm. thick topping (High polishing grinding on this item isnot permitted with ordinary cement).Using grey cement,ii) 25 mm. thickIII) in 2nd Flr
39Extra cost of labour over grey artificial stone for (i) Chequering
40Extra rate for using water proofing and plasticising admixture @ 0.2% byweight of cement (or at manufacturer\"s specified rate) for concrete of variousgrades.
41Supplying and laying true to line and level vitrified tiles ofapproved brand (size not less than 600 mm X 600 mm X 10mm thick) in floor, skirting etc. set in 20 mm sand cementmortar (1:4) and 2 mm thick cement slurry back side of tilesusing cement @ 2.91Kg./sqM or using polymerised adhesive(6 mm thick layer applied directly over finished artificial stonefloor/Mosaic etc without any backing course) laid afterapplication slurry using 1.75 Kg of cement per sqM belowmortar only, joints grouted with admixture of white cementand colouring pigment to match with colour of tiles / epoxygrout materials of approved make as directed and removal ofwax coating of top surface of tiles with warm water andpolishing the tiles using soft and dry cloth upto mirror finishcomplete including the cost of materials, labour and all otherincidental charges complete true to the manufacturer\"sspecification and direction of Engineer-in-Charge. (Whitecement, synthetic adhesive and grout material to be suppliedby 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
4218 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]
43Supplying, fitting & fixing 1st quality Ceramic tiles in wallsand floors to match with the existing work & 4 nos. of keystones (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 includingroughening of concrete surface, if necessary or by syntheticadhesive & grout materials etc.With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m.,(a) Area of each tile upto 0.09 Sq.m(ii) Other than Coloured decorative including white
44(B) WALL-With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thickcement slurry at back side of tiles using cement @ 2.91Kg/Sq.m & joint filling using white cement slurry @0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.m(ii) Other than Coloured decorative including white
45Rendering the Surface of walls and ceiling with White Cement baseWATER PROOF wall putty of approved make & brand.(1.5 mm thick)I) in Gr Flr
46II) in 1st Flr
47III) in 2nd Flr
48Applying Interior grade Acrylic Primer of approved quality and brandon plastered or cencrete surface old or new surface to receiveDistemper/ Acrylic emulsion paint including scraping and preparingthe surface throughly, complete as per manufacturer\"s specification andas per direction of the EIC. (In Ground Floor)
49Applying 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.b) TwoCoats)I) in Gr Flr
50II) in 1st Flr
51III) in 2nd Flr
52Protective 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. TwoCoats)I) in Gr Flr
53II) in 1st Flr
54III) in 2nd Flr
55Supplying 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 (+/-0.2m), 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.
56Supplying 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 corner of the shutter frame forplacing hinges. Polymer based multicavity hollow section of 105 mm x37mm with2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock railreinforced by solid polymer bar of 200 mm long at both ends abd screws fromboth sides. The section frame will then be fitted in by PVC panels of size 100mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm diaand screws from both sides 6mm dia bright rod will be inserted horizontally withboth 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 andtear. The rate is inclusive of cost of all materials, labour, and hire of tools andplants and appliencies. Carriage of all materials taxes and all other incidentalcharges complete.The rate is exclusive of cost of hinges, hasp bolt, towerbolt,door ring etc.In ground floor.I) in Gr Flr
57II) in 1st Flr
58Collapsible gate with 40mm x 40mm x 6mm Tee as top andbottomguide rail, 20mm x 10mm x 2mm vertical channels 100mm apart infully stretched position 20mm x 5mm M.S. flats as collapsiblebracings properly rivetted and washered including 38mm steelrollers including locking arrangements, fitted and fixed in positionwith lugs set in cement concrete and including cutting necessaryholes, chasing etc. in walls, floors etc. and making good damagescomplete.
59M.S. gate of Jail type as per approved design made of strong M.S.frame work, intermediate stiffeners and round / square bars orangles. M.S. sheet (not less than 14 gauge) gussets, cleats etc.including necessary riveting, bolting, welding, locking and hangingarrangements, fitting and fixing complete as per direction of theEngineer-in -charge.I)III) in 2nd Flr
60(a) M.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in groundfloor.I) in Gr Floor
61II) in First Floor
62Supplying, fitting & fixing fire resistant door frame conforming toIS:3614, tested and certified as per laboratory approved by Engineerin-charge, of section 143 x 57 mm having built in rebate made out of16 SWG G.I.sheet (zinc coating not less than 120 gm/sqm) duly filledwith vermuculite based concrete mix, suitable for mounting 120minutes fire rated door shutters. The frame is fitted with intumescentfire seal strip of size 10x4 mm (minimum) alround the frame andfixing with back plate bracket and anchor fastener of approved sizeand make. Rubber door silencers should be provided on strikingjamb.
63(a) Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sandpapering etc
64(A) Painting with best quality synthetic enamel paint of approved makeand brand including smoothening surface by sand papering etc. includingusing of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface :iv) Two coats (with any shade except white)
65Supplying,fitting & fixing of 2-Track / 3-Track Aluminium slidingWindow of all Aluminium sections viz. window frame (top,bottom & sideframe), shutter (top, bottom, side & interlock member) made of aluminiumalloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodisedconforming to IS 1868-1983, fitted with all other accessories viz. PVCroller, EPDM gasket, maruti lock, screws etc. including labour chargesfor fitting & fixing of aluminium 2-track/3-track sliding window withfixing of glass (excluding cost of glass) all complete as per architecturaldrawings and direction of Engineer-in-charge.10-12 Micron thickness Annodizing film Natural whiteFor 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr.and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottomand Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kgper Mtr. and Interlock member @ 0.612 Kg per Mtr.For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr.and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottomand Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kgper Mtr. and Interlock member @ 0.612 Kg per Mtr.
66Supplying, fitting & fixing of partly glazed partly panelled or fully glazedsingle leaf Aluminium swing door of all aluminium sections viz doorframe ( top and side frame), shutter( top rail, bottom rail, lock rail, doorvertical) , glazing clip made of Aluminium Alloy Extrusions conforming toIS: 733-1983 and IS: 1285-1975, annodized conforming to IS:1868-1983, fitted with all other accessories viz. EPDM gusket,cleat, anglescrews etc. including labour charges for fitting and fixing of aluminiumdoor with door spring,/aluminium hinges, glass / Panel board allcomplete as per architectural drawings and direction of Engineer-incharge.( Excluding cost of glass/ panel board, door spring/ Al hinges, doorcloser, door stoper, handle, tower bolt and locking arrangment etc)10-12 Micron thickness Annodizing f
67Supplying profiles of required section made of Aluminium AlloyExtrusions conforming to IS: 732-1983 and IS: 1285- 1975; Annodized(with required film thickness and specified colour / natural) matt finishedconforming 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).(A) In 10-12 Micron thickness Annodizing filmI) Natural whiteh) Louvered windowi) Top, bottom and side member
68ii) Louvered Section.
69iii) Cleat angle ( Non-annodized).
70g) Fixed glazing.i) Top, bottom and side member
71ii) Mullion.
72iii) Glazing clip.
73Anodised 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
74Supplying 4 lever mortice lock or any approved make and brand as perdirection of the Engineer- in -Chargeii) 100 mm.
75Labour charge for fabrication and installation of composite door,window, partitions made from annodized extruded alloy aluminiumsections for the following units:iv ) Fixed glazing.
76v ) Louvered window.
77Supplying bubble free float glass of approved make and brandconforming to IS: 2835-1987.i) 4mm thick clear glass.
78viii) 8mm thick coloured / tinted / smoke glass.
79Providing, 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.In Ground Floor
80II) in First Floor
81Anodised 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.
82Anodised 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.
83iv) 150mm long x 10mm dia. bolt.
84iv) 250mm long x 10mm dia. bolt.
85Supplying, 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) complete.A) UPVC Pipes:(ii) 110 mm. Dia.
86a) Plain Tee(ii) 110 mm. Dia
87b) Plain Y(ii) 110 mm. Dia.
88c) Bend 87.5 degree(ii) 110 mm. Dia
89d) Shoe(ii) 110 mm. Dia
90Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match withGI 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)(a) For Exposed Work PVC Pipes1. 40 mm
91b) For Concealed Work 1. 15mm
922. 20mm
933.25mm
94Supplying, fitting and fixing Peet\"s valve fullway gunmetal standardpattern best quality of approved brand bearing I.S.I. marking with fittingsi) 15mm dia
95ii) 20mm dia
96iii) 25mm dia
97Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . 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,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials inany position above ground. (Payment will be made onthe centre line measurements of total pipe line includingall specials. No separate payment will be made foraccesories, specials. (b) For Concealed Work (i) CPVC Pipes Class-1,SDR-11 15mm(a)
98Supplying, fitting and fixing bib cock or stop cock.(i) Chromium plated Bib Cock short body (Equivalent to Code No. 511& Model - Tropical / Sumthing Special of ESSCO or similar brand).
99(d) (i) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand).
100Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer (d) 2000 litre capacity
101Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc.
102Labour for punching hole in plastic water storage tank upto 50 mm dia.
103Wash basin vitreous china of approved make (without fittings)supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm woodblocks and C.I. brackets including two coats of painting of C.I. brackets (ii) 550 mm X 400 mm size
104Supplying, fitting and fixing White Vitreous China Sink in position on C.I. brackets including two coats of painting of brackets. (b) Laboratory sink with rim and overflow (i) 450 mm X 300 mm X 150 mm
105Supplying,fitting and fixing approved brand P.V.C. CONNECTOR whiteflexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.(ii) 450 mm long
106Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe,with PVC coupling at one end fitted with necessary clamps.(iii) 900 mm long
107Supplying, fitting and fixing 15 mm swan neck tap with left & right hand operating nob with aerator (Equivalent to Code No. 510, 510(A) andModel - TROPICAL / SUMTHING SPECIAL of ESSCO or similar brand
108Supplying, fitting and fixing pillar cock of approved make.a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. 507 & Model -Tropical / Sumthing Special of ESSCO or similar brand).
109Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm
110Supplying, fitting and fixing with cement jointing (3:1) with jute gasket soaked in cement mortar (a) Stoneware bendiii) 150 mm
111(b) Stoneware single T or Y junction(ii) 150 mm
112Supplying, fitting and fixing C.I. round grating i) 100 mm
113Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992(A) (i) Single Socketed 3 Meter Length
114Labour for fitting and fixing U.P.V.C. pipes for above ground workincluding cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the total pipeline including specials. (A) Above ground,(ii) 110 mm dia
115(B) Under ground,(ii) 110 mm dia.
116Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992,viii) Double Y with Door,(b) 110 mm
117xi) Door Bend (T.S.)(b) 110 mm
118xv) Vent Cowl (b) 110 mm
119xvi) Pipe Clip (b) 110 mm
120(ii) Plain Tee(b) 110 mm
121Supplying, fitting and fixing E.W.C. in white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc(a) With \"P\" trap
122Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with (i) 450 mm X 350 mm
123Supplying, fitting and fixing Closet seat of approved make with lid and C.P.hinges, rubber buffer and brass screws complete.(ii) Plastic (hallow type) white
124Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete.i) Polythene Flush Pipe
125Supplying, fitting and fixing liquid soap container
126Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm
127Supplying, fitting and fixing towel rail with two brackets.(a) C.P. over brass (i) 25 mm dia. and 450 mm long
128Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to insidewalls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit,providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials.i) With Pakur variety. (SAIL/TATA/RINL)
129Construction of circular soak well 2.5 metre deep in all types of sandy soils with drybrick 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 brickwork, 15mm thick cement plaster (1:4) on outer face from top of the w ell 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 stonechips 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 coverslab with necessary fittings, making nacessary arrangements for pipeconnections,excavation of well including shoring, dewatering and removing the exess earth fromthe premises as per direction complete in all respect with all costs of labour andmaterials.With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and1.00m inside dia.(SAIL/TATA/RINL)
130Construction 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.
131(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor (A) [Pakur Variety] Ground Floor ,(a) 1:3:6 proportion
132Labour for boring tube well of required dia by water jet System through any type of soil strata including hire &labour charges for boringpipe , scaffolding , tools & plants as necessary and taking out them and lowering pipes ,strainers , blind pipe etc. & filling and fixing the same complete including bucket washing and otherincidental works in this connection .The Tube Well should have an maximum 50 mm. gap in between the out side of the tube well and the bore. A)For the depth upto 150 m. for 50 mm. dia Tube-well with top enlargement of 100 mm. dia i) 50 mm dia boring.
133ii) 100mm dia boring etc.top enlargement
134Supplying of high density polythine strainer of approved make conforming to IS specification. 40mm dia
135Supplying fitting and fixing in position PVC pipes of approved make ( SUPREME/ORIPLAST/LONGLAST) of (Medium duty) conforming to ASTMD -1785 and threaded to match with G.I. pipes as per IS1239 (part-I) with all necessary accessories, specials viz. socket, bend,tee, union, cross,elbow, nipple, short piece etc. including cost of all materials, jointing materials, cutting pipes, making threads, cutting trenches upto 1.5 m. below surface in all sorts of soil and reffiling the same as directed with two coats of painting on G.I. pipes and specials with bituminus paint complete in all respect.(payment will be made on the centre line measurement of the total pipe line including all specials. No separate payment wiil be made for accessories,specials.i) 50 mm.dia.
136ii) 100 mm.dia.
137Supplying fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories, specials viz. socket,bend,tee, union,cross,elbow,nipple,short piece etc. including cost of all materials, jointing materials, cutting pipes,making threads,cutting trenches upto 1.5 m. below surface in all sorts of soil and reffiling the same as directed with two coats of painting on G.I. pipes and specials with bituminus paint complete in all respect. (payment will be made on the centre line measurement of the total pipe line including all specials no separate payment wiil be made for accessories,specials,payment for painting will be made separately,100 mm
138Supplying, fitting and fixing GI cap at top. 100 mm
139Supply and installation ofpump with motor (KSB / Crompton or of any other approved make and brand), installation, lowering, connecting with the controll panel with necessary cables, testing etc complete as per direction of the Engineer-in-charge including cost of all materials, equipments, labour and all other incidental charges, complete in all respect. 2 H.P. Capacity (Three phase ).
140Supplying fitting & fixing steel cutter pieceupto 450 mm long with sockets. 50mm dia.
141Supplying of 80mm x 40mm dia PVC reducing socket.[Ref: Sanitary & Plumbing works ,P-22,i-19(III).L]
142Packing the annular space between the outside of the tubewell pepes and strainers and bore with pea size washed gravels of approved quality having size from 2 mm. to 5 mm. the size approved by E.I.C. including cost of materials Labours & equipment complete.
143Electrical works (Incl GSt , Cess, Contigency)
144Sub Total
145GST 12%
146CESS 1%

AI Tender Summary

OUR REF NO 33929938
AUTHORITY Local Bodies
TENDER VALUE 55.35 Lakhs
LAST DATE 29-09-2022
Authority
Authority Name Zilla Parishad
Work Description Construction Of Block Public Health Unit ( Bphu ) At Ratua Rh Under Ratua-I Block, Malda.
Basic Detail
Tender No WBZP/MALDA/NIT 11e/2022-23/1-3
Bidding Type Tender
Location
City ratua
State West Bengal
Key Dates
Publish Date 14 Sep 2022
Submission Date 29 Sep 2022
Open Date 11 Oct 2022
Finance
Tender Value 55.35 Lakhs
Tender Fee 5000
EMD 1.10 Lakhs
Exemption Not Available
Document List
6a55a850-175e-41ff-b2d0-c9d2827b83af.html
BOQ_794395.xls
Tendernotice_1.pdf

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Tender Timeline

Sep 14, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 29, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 11, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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6a55a850-175e-41ff-b2d0-c9d2827b83af.html

xls

BOQ_794395.xls

pdf

Tendernotice_1.pdf

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