Law and Justice Local Bodies Closing in 0 days TDR #34451261

Tender For Construction Of Boys Toilet

Issued by Local Bodies · haldibari, West Bengal
Tender Value
2.42 Lakhs
Estimated cost
Bid Submission
28 Oct 2022
0 days left
EMD
4857
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Boys Toilet Block At Kamalakanta High School Within Boxiganj G.P Under The Juridiction Of Haldibari Development Block.

BOQ

NAME OF WORK: CONSTRUCTION OF BOYS TOILET BLOCK AT KAMALAKANTAHIGH SCHOOLWITHIN BOXIGANJ G.P UNDER THE JURIDICTION OF HALDIBARI DEVELOPMENT BLOCK.
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 rubbish within a lead upto 75 m as directed.
2Earth 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. (b) Depth of excavation for not exceeding 1,500 mm.
3Earth work filling in foundation trenches or plinthwith good earth ,in layers not execeeding 150mm including watering & ramming etc. layer by layer complete. (a) with earth obtained from excavation of foundation
4Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
5(II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor (a) 1:3:6 proportion
6Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if anyin ground floor as per relevant IS :456-2000.(ii ) River Bazree
7Reinforcement 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 with 16 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 ii) Tor steel/Mild SteelI. JSW/JSPL/SHYAM/BMASL/ELECTROSTEEL/SSL
81st class bricks in cement mortar (1:6) in Foundation and plinth
9125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
10Plaster (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](i) With 1:6 cement mortar (c) 15 mm thick plaster
11Plaster (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](i) With 1:6 cement mortar (c) 20 mm thick plaster
12Plaster (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](i) With 1:6 cement mortar (c) 10 mm thick plaster
13Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
14Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly(plastered or concrete surface) as per manufacturer\"s specification. In Ground floor: (iii) Two coats.
15Hire 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.
16Hire 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.
17(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. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor)(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
18Priming one coat on steel or other metal surfaces with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
19(A) Wood work in posts, post plates, rafters, battens, truss members, purlins etc. fitted and fixed complete (excluding the cost of bolts, paints, but including the cost of nails, screws etc.) (The quantum should be corrected upto three decimals) (ii) Sal : Local.
20Galvanised corrugated iron sheet work (excluding thesupporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- a) With 0.60 mm thick sheet
21Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 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, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall 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 (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm thk. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles&rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge.In ground floor. (DOOR D3)
22Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm, PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm long M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer?s specification and direction of Engineer-in-Charge. (DOOR D3)
23(ii) Polythene Bib Cock / Stop Cock with plastic inlet (EMCO / ATLAS or equivalent)15 mm
24Supplying, fitting and fixing pillar cock of approved make.d) Polythene Piller Cock (EMCO / ATLAS or equivalent) (i) 15 mm
25Supplying, fitting and fixing check valve (vertical) G.M. tested to 21 kg pe sq. cm. (iii) 25 mm
26Supply of G.I. Union i) 20 mm
27Supplying, 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)i) 40 mm
28Supplying, 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 as required,jointing materials and two coats of painting with approved paintin 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)iii) 25mm
29Supplying, 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 as required,jointing materials and two coats of painting with approved paintin 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)iv) 15mm
30Labour 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.(a) For depth upto 150 metre.(i) 40 mm dia. boring etc.
31Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications (i) 40 mm dia.
32Supplying, fitting and fixing plug of approved make conforming to I.S. specifications. (i) 40 mm
33Supplying, fitting and fixing popular Maya pump no-6 or similar. (i) For 40 mm dia. tube well
34supplying,fitting and fixing 1HP pump for uplifting water from hand tubewell to overhead storage tank including installation charge
35Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (b) 1000 litre capacity
36Labour for hoisting plastic water storage tank.(i) Upto 1500 litre capacity. (a) Upto 1st story from G.L.
37Labour for punching hole in plastic water storage tank upto 50 mm dia.
38Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approvedquality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. (i) 450 mm X 300 mm size
39Supplying, fitting and fixing Orissa pattern Water closet of white glazed vitreous chinaware of approved make complete in position with necessary bolts, nuts etc. excluding P or S Trap ii) 530mm x 410 mm
40Supplying, fitting and fixing cast iron \"P\" or \"S\" Trap conforming to IS 3989/2009 and 1729/2002 including led caulked joints & painting two coats to the exposed surface A0 \"S\" Trap ii) 75 mm
41Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75mm X 75 mm X 75 mm wooden blocks complete.(ii) 470 mm X 280 mm X 340 mm
42Supplying, fitting and fixing urinal flush pipe fittings of approved brand. c) C.P. urinal flush pipe fittings range of three
43Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete. ii) C. P. Flush Pipe
44Supplying, 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.
45Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A)(i) Single Socketed 3 Meter Length(a) 75 mm
46Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A)(i) Single Socketed 3 Meter Lengthi) 110 mm
47Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A)(i) Single Socketed 3 Meter Lengthiii ) fittings xiii) Cross Tee (a) 75 mm
48Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A)(i) Single Socketed 3 Meter Length iv) fittings xiii) Bend 87.5° (a) 75 mm
49Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A)(i) Single Socketed 3 Meter Lengthv) fittings xiii) vent cowel(a) 75 mm
50Digging earth in any soil including mixed soil but excluding moorum, laterite sand stone or any other hard stone including spreading or stacking the spoils within a lead of 75 metres as directed bailing out water upto 1 metre depth, shoring etc., when and if required and back filling with fine sand (includingcost of sand) on completion of steining works.A) R.C.C. Ring Well i) 1.2 metre diameter of digging for 0.9 metre internal diameter of well ring. a) Upto 3 metre below G.L.
51R.C.C. well ring made with cement concrete 1:1.5:3 with stone chips and 0.80% reinforcement (including the cost of shuttering and reinforcement) cast at site fitted and fixed in position after proper curing true to plumb in the well including jointing with cement mortar 1:2 complete as per direction. a) 65 mm thick and 0.9 metre internal dia.cement for joint filling-4 kg/meter
52Constructing 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 inside walls 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 ii) With Bazree (N.B Variety) (Other than SAIL/TATA/RINL)

AI Tender Summary

OUR REF NO 34451261
AUTHORITY Local Bodies
TENDER VALUE 2.42 Lakhs
LAST DATE 28-10-2022
Authority
Authority Name District Magistrate
Work Description Construction Of Boys Toilet Block At Kamalakanta High School Within Boxiganj G.P Under The Juridiction Of Haldibari Development Block.
Basic Detail
Tender No 05 OF 2022-23 OF THE BLOCK DEVELOPMENT OFFICER, HA
Bidding Type Tender
Location
City haldibari
State West Bengal
Key Dates
Publish Date 19 Oct 2022
Submission Date 28 Oct 2022
Open Date 31 Oct 2022
Finance
Tender Value 2.42 Lakhs
Tender Fee Ref. Documents
EMD 4857
Exemption Not Available
Document List
2911ii.pdf
ALLFORMS.pdf
BOQ_819684.xls
NIT052NDCALL2223.pdf
SPECIALTERMSANDCONDITION.pdf
Tendernotice_1.pdf
Tendernotice_2.pdf
Tendernotice_3.pdf
Tendernotice_4.pdf
c90fac97-0b08-4df5-9ab1-3d5631440f46.html

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Tender Timeline

Oct 19, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 28, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 31, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

2911ii.pdf

pdf

ALLFORMS.pdf

xls

BOQ_819684.xls

pdf

NIT052NDCALL2223.pdf

pdf

SPECIALTERMSANDCONDITION.pdf

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

pdf

Tendernotice_3.pdf

pdf

Tendernotice_4.pdf

html

c90fac97-0b08-4df5-9ab1-3d5631440f46.html

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