Health and Family Welfare Boards / Undertakings / PSU Closing in 0 days TDR #30819849

Construction Of New Su-Swasthya Kendras At Howrah District Alpina,Shyampur-I Construction Of New Su-Swasthya Kendras At Howrah District

Issued by Boards / Undertakings / PSU · shyampur, West Bengal
Tender Value
30.06 Lakhs
Estimated cost
Bid Submission
07 Feb 2022
0 days left
EMD
60131
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of New Su-Swasthya Kendras At Howrah District Alpina,Shyampur-I Construction Of New Su-Swasthya Kendras At Howrah District

BOQ

Name of Work: Construction of new Su-Swasthya Kendras at Howrah District (Alpina,Shyampur-I)
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.
3Filling 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. (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(A) Pakur variety(a) 1:3:6 Poportion
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. a) Pakur variety
81st 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(i) Tor steel/Mild SteelII. Other thanSAIL/ TATA/RINL
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)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
121St floor
13Brick work with 1st class bricks in cement mortar (1:4)a) In foundation and plinth
14(b) In superstructure Ground floor
151st floor
1625mm. 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 asper 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 basedpaint to be paid separately).( Chequering not required over concrete or painted surfacePlinth level
17125mm thick B/W with 1st class bricks in cement mortar (1:4 )In Ground floor
181st floor
19Supplying 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 finishcomplete including the cost of materials, labour and all other incidental charges complete true to the manufacturer\"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e)(I) With application slurry @1.75 kg/ Sq.m, 20 mm 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 Colour1st Floor
20Supplying, 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) Floorwith 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./M2(a) Area of each tile upto 0.09 M2(ii) Other than Coloured decorative including white
211st floor
22(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 M2(ii) Other than Coloured decorative including white G.F
231st floor
24Labour for Chipping of concrete surface before taking up Plastering work.
25Plaster (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 motara) 10mm thk plaster
261st floor
27i) With 1:6 cement motarc) 15mm thk plaster Ground Floor
281st Floor
29(i) With 1:6 cement mortar(c) 20 mm thick plasterGr. Floor
301st Floor
31Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)1st floor
32Acrylic 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.Gr. Floor
331st Floor
34Protective 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 primerb) Normal Acrylic Emulsion
351st Floor
36Supplying, 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).
37M.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 mSize 40 x 40 mm Thickness 4 mmSize 50 x 50 mm Thickness 4 mmSize 60 x 60 mm Thickness 4 mm
38Supplying 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.
39Supplying 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
40M.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.
41MS 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
421st floor
43Supplying 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 filmi) Natural Whitea) 2-track sliding windowi) Bottom frame
44ii) Top and side frame
45a) Shutter for all track sliding windowi) Bottom & Top member
46ii) Style Side member
47iii) Interlocking member
48h) Louvered windowi) Top, bottom and sidemember
49ii)Louvered Section
50iii) Cleat angle ( Non-annodized)
51k) Movable Door Shutteri) Door frame. (Top & Sides)
52ii) ShutterTop rail
53Bottom rail
54Lock rail
55Door vertical
56Glazing Clip
57g) Fixed glazingi) Top, bottom and side member.
58iii)Glazing clip.
591st Floori) Natural Whitea) 2-track sliding windowi) Bottom frame
60ii) Top and side frame
61a) Shutter for all track sliding windowi) Bottom & Top member
62ii) Style Side member
63iii) Interlocking member
64h) Louvered windowi) Top, bottom and sidemember
65ii)Louvered Section
66iii) Cleat angle ( Non-annodized)
67k) Movable Door Shutteri) Door frame. (Top & Sides)
68ii) ShutterTop rail
69Bottom rail
70Lock rail
71Door vertical
72Glazing Clip
73g) Fixed glazingi) Top, bottom and side member.
74iii)Glazing clip.
75Supplying EPDM gusket of approved make and brand as per direction of engineer- in- chargei)For sliding windowsa) \" T\" shaped EPDM gasket for frames.
76iii) Weather gasket / wool pile for door vertical
771st Floori)For sliding windowsa) \" T\" shaped EPDM gasket for frames.
78iii) Weather gasket / wool pile for door vertical
79Anodised 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
80Supplying 4 lever mortice lock of any approved make and brand as per direction of the Engineer-in-Charge.(a) 100 mm
81Labour 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
82(v)Louvered window
83(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 G.F
84F.F
85Supplying bubble free float glass of approved make and brand conforming to IS: 2835-1987.i) 6mm thick clear glass.G.F
86F.F
87Supplying, 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)
88Anodised 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.
89Anodized 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
90(iv) 150mm long x 10mm dia. bolt.
91i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with16mm dia rod with centre bolt and round fitting(b) 250mm long.
92Supplying, 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)
93Priming 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
94F.F
95Painting 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 )G.F
96F.F
97Collapsible 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.
98Supplying, 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.
99a) Plain Tee(ii)110 mm. Dia.
100b) Plain Y(ii)110 mm. Dia
101c) Bend 87.5 degree(ii)110 mm. Dia.
102d) Shoe(ii)110 mm. Dia.
103Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc
104Supplying, 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 batsclamps, including cutting pipes, making threads,fitting, fixing etc.complete in all respect including cost of all necessary fittings asrequired,jointing materials and two coats of painting with approved paintin any position above ground. (Payment will be made on the centre linemeasurements of total pipe line including all specials. No separatepayment will be made for accesories, specials. Payment for painting willbe made seperately(a) For Exposed Work PVC Pipes15 mm
10520 mm
10625 mm
107supplying ,fitting and fixing peets valve fullway gunmetal standard pattern best quality of approved brand bearing isi markings with fittings (tested to 21 kg per sq.cm)(ix)15 mm dia
108iv)20mm
109(vii)25 mm dia
110supplying ,fitting and fixing bib cock / stop cock .approved brand and make(a)i) chromium platedbib cock short body (equivalent to code no. 511 & model- tropical./ sumthing special of ESSCO or similar brand)
111(d)i) chromium plated angular stop cock with wall flange (equivalent to code no. 5053 & model- Florentine of Jaquar or similar brand)
112Supplying fitting & fixing C.I holder bat clam i/c cutting holes in wall etc. & mending good all damages in cement concrete with jhama chips (6:1) to match & cutting complete in all respect.i)15 mm
113ii)20mm
114iii)25 mm
115Supplying P.V.C water storage tank of approved quality with closed top with lid(black)-Multilayer.b)1000 ltr. Capacity
116Supplying fitting & fixing 10 ltr. PVC low down cistern conforming to I.S specification with PVC fittings complete C.I brackets including two coats of painting to bracket etc.
117Labour for punching hole in plastic water storage tank up to 50 mm dia.
118Wash 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
119Supplying, fitting and fixing stainless steel sink complete with wastefittings and two coats of painting of C.I. brackets.(a)Sink only(i) 530 mm X 430 mm x 180 mm
120Suppling fitting & fixingapproved brand p.v.c connector white flexible with bith ends coupling with heavy brass c.p nut, 15mm dia.i)450mm long
121Suppling fitting & fixingapproved brand 32mm dia p.v.c waste pipe with p.v.c coupling at one end fitted with necessary clampsi)900mm long
122Suppling fitting & fixing15 mm swan neck tap with left & right hand operating knob with aerator.
123Supplying, 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).
124Suppling fitting & fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 m depth in all sorts of soil both mixed or un mixed and refilling (but excluding concerting at bottam and sides)i)150 mm.
125Suppling fitting & fixing with cement jointing (3:1)with jute gasket soaked in cement mortar.a)stoneware bend ii)150 mm
126b)stoneware single T & Y junctionii)150 mm
127Suppling fitting & fixing c.i round gratingi)100mm
128Supply of UPVC pipes (B type )& fitting conforming to IS 13592-1992A) i)single socketed 3 mtr length --b)110mm
129B) FITTINGSSupply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992iii) door tee--(b) 110mm
130vi) door y (LH) & (RH) ---(b) 110MM
131x)) bend 87.5o --(b) 110mm
132xii) door bendy (LH) & (RH) ---(b) 110MM
133xv) vent cowl-(b) 110mm
134xvi) pipe clip ---(b) 110 mm
135Suppling fitting & fixing E.W.C in white glazed vitreous china ware of approved make supplied fittied complete in position with necessary bolts nuts.etc. a)with \"P\" trap
136Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding \"P\" or \"S\" trap (excluding cost of concrete for fixing).i)580 mm x 440mm
137Supplying fitting & fixing squating plate with integral flushing in white vitreous chinaware of approvedmake in cement concrete (6:3:1) with jhama chips complete.i)450mm X350mm
138Supplying fitting & fixing closet seat of approved make with lid & C.P hinges,rubber beffer & brush screw complete.a)E.W.C - i)Plastic (hollow type) black.
139Supplying fitting & fixing 32 mm. dia. flush pipe of approved make with necessary fixing materials & clam complete.i)Polythene flush pipe.
140(i) Supplying, fitting and fixing liquid soap containerc) fibre glass
141Supplying fitting & fixing best quality indian make mirror 5.5 mm thk. With silvering as per I.S.I specification supported on fibre glass frame of any colour,frame size 550mm x 400mm
142Supplying fitting & fixing towel rail with two brackets.a)C.P over brush---i)25mm dia,450 mm long.
143constructing inspection pit of inside measurement 600mm x600mm x upto 600mm (depth) with 250mm th. 1st. Class brick work in cement mortar(1:4) on all sides bottom of the pit consisting of 100 mm th. Cement concrete (1:3:6) with stone chips over a layer of jhama brick fklat soling, 15 mm thk. (4:1) cement 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 surface top of the pit convered with 100 mmth. R.CC slab (1:1.5:3) with stone chips and necessary reinforcement upto 1% and shuttering including 6mm thk.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 removing spoils after work complete in all respect with all costs of labour and materials. i) With pakur variety (SAIL/TATA/RINL)
144Construction of circular soak well 2.5 m deep inall types of sandy soils with dry brick work upto 1:6 m from the bottom having 150mm intermediate cement brick work(1:4) band all round and cement brick work (1:4) upto .90m from top with 20mm thk. Cement plastering (4:1) to inside face upto the depth of cement brick work, 15 mm th.cement plaster (1:4)on outer face from top of the well upto G.L and 6mm thk. cement plaster (1:4) on top of the R.C.C cover slab including filling bottom 1.0m of inside of the well with brick metal (501mm to 63mm size) including R.CCcover slab of designed thk. with cement concrete b(1:1.5:3) with stone chips with necessary. reinforcement and shuttering including one 560 mmdia .R.CC manhole cover(heavy type) of approved make supplied ,fittings making necessary 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.a)with 250mm thk.dry brick work and 250 mm thk. cement brick work (6:1) and 1.00 m inside dia.Other than SAIL/TATA/RINL
145Construction 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.........(iii) For 10 users(A) With Pakur Variety (SAIL/TATA/RINL)
146Cement concrete with graded stone balast ( 40mm size excluding shuttering ) in ground floor(A) Pakur variety(a) 1:3:6 Poportion
147Supplying and delivery at site Submersible Pump Set incl. S&F 2 H.P Control Panel (Model: SPC2)3 core 1.5 Sq.mm flat copper cable (3M length) having following specification.Make: CROMPTON GREAVES / Similar make.Model: 100W10RA2 , 2 H.P with Control Panel (Model: SPC2)Size of Tube well : 4\" x 2\"
148Finishing the end of following P.V.C armoured Cable by crimping method incl.supplying and fixing solderless socket (Dowels make), tapes , anticorrosive paste & jointing materials.a) 3 Core 4 sq.mm PVC/A cable
149Supplying and laying 1.1kv grade PVC/A cable as below including S&F of earth continuty as below after cutting floor/pavement/wall/and making holes incl. Embedding the cable at an average depth 75mm in floor/wall/ pavement etc. and mending good the damage to original finish incl. removing the rubbish.a) 2 Core 4 sq.mm PVC/A cable with 1x8 No.SWG G.I
150Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture-proof entry of PVC armoured cable as below:a) 2 Core 4 sq.mm PVC/A cable
151Finishing the end of following P.V.C armoured Cable by crimping method incl.supplying and fixing solderless socket (Dowels make) , tapes , anticorrosive paste & jointing materials.d) 2 Core 4 sq.mm PVC/A cable
152Supplying and fixing C.I water proof looping cable box having hinged top cover having 4mm thick with rubber gasket living railway type mechanical locking arrangement earthing terminal with lug etc of size 8\"x6\"x4\" comprising 3 Nos 15amps Kit-Kat fuse unit and housing the same in pole muffing
153Supplying and delivery 1.1 KV grade 3 core 2.5 Sq. mm flat Cu Cable (apprd. Make).
154Labour 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 samecomplete 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.(c) For depth upto 150 metre for 40 mm dia. Tube well with top enlargement of 80 mm dia.(i) 40 mm dia. boring etc.
155(ii) 80 mm dia. boring etc. top enlargement
156Supplying, fitting and fixing plug of approved make conforming to I.S. specifications.(i) 40 mm
157Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.(i) 40 mm dia.
158Supply of G. I. pipes of TATA make including necessary sockets(e) 40 mm dia.(ii) Medium quality
159Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.(i) 40 mm dia.
160Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).i) 25 mm
161ii) 32 mm
162i) 40 mm
163ii) 80 mm
164Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, 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,(A) AboveGround(iii) 25 mm dia.
165(iv) 32 mm dia.
166(B)Under Ground(v) 40 mm dia.
167(viii) 80 mm dia.
168Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).vii)25mm Dia
169Supplying, fitting and fixing heavy type bell mouth reducing socket.(i) 50 mm X 100 mm
170Supply of galvanised iron socket with I.S.I. mark.(iv) 40 mm
171Supply of G.I. bend.(iv) 40 mm
172Supply of G.I. plain equal elbow of approved brand and make.(iv) 40 mm
173Supply of G.I. plain tee of approved brand and make(iv) 40 mm
174Supply of G.I. nipple standard 50 mm long.(iv) 40 mm
175Supply of G.I. union.(iv) 40 mm
176Supply of G.I. short piece of TATA make (Above 50mm & upto150 mm long)(iv) 40 mm
177Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with \"V\" notch including hire and labour charges for all tools and plants and scaffolding as required.
178Labour for making arrange ment for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete.
179Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equip ments, paying all charges and fees, testing etc. complete in all respect as per direction.
180Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report.
181I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)(A) [Pakur Variety](a) 1:3:6 proportion
182Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick…….……(f) 25 mm to 30 mm thick wooden shuttering without staging in foundation
183125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
184Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfer ing corners as directed(i) With 1:6 cement mortar(c) 15 mm thick plaster,
185Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc
186Elect
187GST
188Cess
189Others

AI Tender Summary

OUR REF NO 30819849
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 30.06 Lakhs
LAST DATE 07-02-2022
Authority
Authority Name District Health And Family Welfare Samiti
Work Description Construction Of New Su-Swasthya Kendras At Howrah District Alpina,Shyampur-I Construction Of New Su-Swasthya Kendras At Howrah District
Basic Detail
Tender No CMOH/DHFWS/How/89/22
Bidding Type Tender
Location
City shyampur
State West Bengal
Key Dates
Publish Date 24 Jan 2022
Submission Date 07 Feb 2022
Open Date 10 Feb 2022
Finance
Tender Value 30.06 Lakhs
Tender Fee Ref. Documents
EMD 60131
Exemption Not Available
Document List
BOQ_699910.xls
Tendernotice_1.pdf
b7ce3975-66c8-4ae9-9da8-e212185291a1.html

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Tender Timeline

Jan 24, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 07, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 10, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
xls

BOQ_699910.xls

pdf

Tendernotice_1.pdf

html

b7ce3975-66c8-4ae9-9da8-e212185291a1.html

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