Law and Justice Local Bodies Closing in 0 days TDR #36904987

Construction Of Two Storied Building Of Community Hall (Sadbhav Mandap) At9th Mile Thurbo, Pgsd Ii G.P.

Issued by Local Bodies · mirik, West Bengal
Tender Value
84.56 Lakhs
Estimated cost
Bid Submission
04 Apr 2023
0 days left
EMD
1.69 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction of two Storied Building of Community hall (sadbhav mandap) at9th Mile Thurbo, PGSD II G.P.

BOQ

Name of Work:Construction of two Storied Building of Community hall (sadbhav mandap) at9th Mile Thurbo, PGSD II G.P.
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. m(a) Depth of excavation not exceeding 1,500
2(a) Depth of excavationexceeding 1,50
3Earth work in filling of foundation trenches in all sorts of soil incliding removal of spoilswithin a lead of 75 mtr as directed .The item includes necessary trimming the sidesof trenches ,levelling ,dressing and ramming the bottom,bailing out water all complete.iv) With earth obtained from excavation.
4Earth work in filling of foundation trenches in all sorts of soil incliding removal of spoilswithin a lead of 75 mtr as directed .The item includes necessary trimming the sidesof trenches ,levelling ,dressing and ramming the bottom,bailing out water all complete.iv) With carried earth arranged by the contractorwithin a radius exceeding 5 km. but not exceeding 10km. including cost of carried earth.
5supplying and laying Polythene Sheet (150gm / sq.m.) overdamp proof course or below flooring or roof terracing or infoundation or in foundation trenches.
6A) 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 ofsupply of sand. (payment to be made nmeasurement of finished quantity)
7Single Brick Flat Soling of picked jhama bricks includingramming and dressing bed to proper level and filling joints withlocal sand.
8I) Cement concrete with graded stone ballast (40 mm sizeexcluding shuttering)In ground floor(A) [Pakur Variety]
9Ordinary Cement concrete (mix 1:2:4) with graded stone chips(20 mm nominal size) excluding shuttering and reinforcement,ifany, in ground floor as per relevant IS codes.
10Ordinary Cement concrete (mix 1:2:4) with graded stone chips(20 mm nominal size) excluding shuttering and reinforcement,ifany, in 4th floor as per relevant IS codes.
11Controlled Cement concrete with well graded stone chips (20mm graded nominal size) excluding shuttering andreinforcement with complete design of concrete as per IS : 456and relevant special publications, submission of job mixformula after preliminary mix design after testing of concretecubes as per direction of Engineer-in charge. Consumption ofcement will not be less than 300 Kg of cement with Superplasticiser per cubic meter of controlled concrete but actualconsumption will be determined on the basis of preliminary testand job mix foumula. In ground floor and foundation.[using concrete mixture](a) M 20 Grade
12in 1st floor
13in roof
14Hire and labour charges for shuttering with centering andnecessary staging upto 4 m using approved stout props andthick hard wood planks of approved thickness with requiredbracing for concrete slabs, beams and columns, lintels curvedor straight including fitting, fixing and striking out aftercompletion of works (upto roof of ground floor)
151st floor
16in roof
17Reinforcement for reinforced concrete work in all sorts ofstructures including distribution bars, stirrups, binders etcinitial straightening and removal of loose rust (if necessary),cutting to requisite length, hooking and bending to correctshape, placing in proper position and binding with 16 gaugeblack annealed wire at every intersection, complete as perdrawing and direction.in foundation
181st floor
19roof
20250mm thick brick work with 1stclass bricks in cement mortar(1:4) in ground floor.
211st floor
22roof
23125m thick brick work with 1stclass bricks in cement mortar(1:4) in ground floor.
241st floor
25roof
26labour for chipping of concrete surface
27Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement morter 15mm thick plaster
281st floor
29roof
30Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement morte20 mm thick (1:6)
311st floor
32roof
33Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface.with (4:1) cement morte10mm thick
341st floor
35roof
36Neat cement punning about 1.5mm thick in wall,dado,windowsill,floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
3740 mm. thick damp proof course with cement concrete(1:1.5:3) (with graded stone chips 20 mm nominal size) withwater proofing compound of approved brand @ 0.2% weightof cement including cost of materials over two coats of nontoxic acrylic polymer modified cementitious waterproofingslurry coat complete [cost of water proofing compound andnon toxic paint to be paid seperately) for underground waterretaining structures.[water proofing as per item no 60 and non toxic paint asper item NO 59 (b) of Section \"C\" ]
3818 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 pigmentmatching the stone shade, including grinding & polishing asper direction of Engineer - in - charge to match with theexisting work. [Slurry for bedding @ 4.4 kg/Sq.m andpointing @2.0 kg/Sq.m]
391st floor
40roof
41roof
42Artificial 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
43Extra cost of labour for prefinished and premoulded Nosingto treads of steps, railing, window sill etc. of Kota Stone.
44Extra cost of labour for grinding Kota Stone Floor intreads and riser of Steps.
45Supplying, fitting & fixing granite slabs 15mm to 18 mm.thick with uniform texture & without decorative veins incolumns, wall, facia etc. with 15 mm thick [avg] cementmortar (1:2) including making suitable arrangements to holdthe stones properly by brass / copper hooks includingpointing in cement mortar (1:2) (1 white cement : 2 marbledust) with admixture of pigment matching the stone shadesall complete as per direction of the Engineer-in-chargeincluding cost of all materials, labours, scaffolding, staging,curing and roughening of concrete surface complete.[Using cement slurry at back side of granite @ 4.4 kg/sq.m& white cement slurry for joint filling @ 1.8 kg/sq.m]
46Supplying, 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. In ground floor
471st floor
48wallWith 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.
491st floor
50Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick)(a)In ground floor
51(b)In 1st floor
52(d) Roof Level
53Synthetic Distemper to interior wall, ceiling with a coat of solventbased interior grade acrylic primer (as per manufacturer\"sspecification) including cleaning and smoothning of surface.Two Coats(a)In Ground floor
54(b)In First Floor
55(d)In Roof
56Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receivedecorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surfacethroughly, complete as per manufacturer\"s specification and as per direction of the EIC.At First Floor
57At Mumpty
58Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction ofEIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges butexcluding the cost of primer. In Ground floor (Two Coat) Premium 100% Acrylic Emulsion
59At First Floor
60At Mumpty
61(a) Priming one coat on timber or plastered surface with synthetic oilbound primer of approved quality including smoothening surfaces bysand papering etc.
62B)Priming one coaton steel or other metal surface with synthitic enamel/oil bound primer of approved quality including smoothing surfaces by sand papering etc.
63Paintingwith best qualitysynthetic enamel paintsof approved made and brand including smoothing surfaces by sand papering etc including using of approved puttyetc on the surface as necessary.(iv) Two coats (with any shade except white)
64b) on steel or metal surface
65Collapsible gate 40x40x6 tee as top
66Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window ofall Aluminium sections viz. window frame (top,bottom & side frame), shutter(top, bottom, side & interlock member) made of aluminium alloy extrusionsconforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, marutilock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) allcomplete as per architectural drawings and direction of Engineer-in-charge.10-12 Micron thickness Annodizing filmNatural white
67(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 inground floor
68M.S. structural works in columns, beams etc. with simple rolledstructural members (e.g. joists, angle, channel sections conformingto IS: 226, IS: 808 & SP (6)- 1964 connected to one another withbracket, gussets, cleats as per design, direction of Engineer-inchargecomplete including cutting to requisite shape and length,fabrication with necessary bolting, metal arc welding conforming toIS: 816- 1956 & IS: 1995 using electrodes of approved make andbrand conforming to IS:814- 1957, haulage, hoisting and erectionall complete. The rate includes the cost of rolled steel section,consumables such as electrodes, gas and hire charge of all toolsand plants and labour required for the work including all incidentalchages such as electricity charges, labour insurance charges etc.
69Supplying best Indian sheet glass panes set in putty (as per I.Sspecification) and fitted and fixed with teak wood beads and nailscomplete. (In all floors for internal wall & upto 6 m height forexternal wall)
70Wood work in door and window frame fitted and fixed inposition complete including a protective coat of painting atthe contact surface of the frame exluding cost of concrete,Iron Butt Hinges and M.S clamps. (The quantum should becorreted upto three decimals). Ground floor
711st floor
72roof
73Panel shutters of door and window, as per design (each panelconsisting of single plank without joint), including fitting andfixing the same in position but excluding the cost of hinge andother fittings.In ground floor.
741st floor
75roof
76Supplying, Fitting & Fixing 30 mm thick Factory made solidPanel PVC Door Shutter consisting of outer frame made outof M.S. tubes of 19 gauge thickness and size 19 mmx19 mmfor styles, top and bottom rails, M.S. frame shall have cost ofsteel primers of approved make and manufacture, M.S. framecovered with 5 mm th. heat moulded PVC “C” channel ofsize 30 mm th, 70 mm width out of which 50 mm shall be flatand 20 mm shall be tapered in 45 degree angle on eithersides forming styles; and 5 mm th. 95 mm wide PVC sheet outof which 75 mm shall be flat and 20 mm tapered in 45 degreeon the inner side to form top & bottom rail and 115 mm widePVC sheet out of which 75mm shall be flat and 20 mm shallbe tapered on both sides to form lock rail. Top, bottom andlock rails shall be provided either side of the panel with 10mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insertfor top rail and bottom rail. Paneling of 5 mm th. both sidePVC sheet to be fitted in the M.S. frame welded/sealed to thestyles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVCsheet beading on inner side and joined together with solventcement adhesive. An additional 5 mm th. PVC strip of 20 mmwhich is to be stuck on the interior side of the “C” channelusing PVC solvent adhesive etc. complete excluding allnecessary hardwares as per direction of Engineer-in-Charge.In ground floor.
771st floor
78Supplying, Fitting & Fixing Factory made P.V.C. door frameof size 50 mmx47 mm with a wall thickness of 5 mm, madeout of extruded 5 mm, PVC sheet miter cut at two corners andjoined with two nos of 1.5 mm long brackets of 15 mm x15mm M.S. square tube. The two vertical door profiles are to bereinforced with 19 mmx 19 mm M.S. Square tube of 19gauge, weather seal to be provided through out the frame.The door frame shall be fixed with the wall using 65/100 mmlong M.S. Screws through the frame by using P.V.C fasteners.A minimum of 4 Nos of screws to be provided for eachvertical member and minimum 2 Nos for horizontal memberetc. complete as per Manufacturer’s specification anddirection of Engineer-in-Charge.
791st floor
80Supplying, fitting and fixing M.S. clamps for door andwindow frame made of flat bent bar, end bifurcated withnecessary screws etc. by cement concrete(1:2:4) as perdirection. (Cost of concrete will be paid separately)
81Iron butt hinges of approved quality fitted and fixed with steelscrews, with ISI mark.
82Anodised aluminium barrel / tower / socket bolt (full covered)of approved manufactured from extruded section conformingto I.S. 204/74 fitted and fixed with cadmium plated screws:
83Anodised aluminium Aldrop / Sliding bolts of approvedquality manufactured from extruded section conforming toI.S. specification (I.S. 2681/66) fitted and fixed complete
84Anodised aliminium D-type handle of approved qualitymanufactured from extruded section conforming to I.S.specification (I.S. 230/72) fitted and fixed complete:
85ii) Door stopper (Anodised aluminium)
86rubber buffer block 125mm long 40mm dia
87(a) Supplying \"Godrej\" mortice lock chromium plated withlatch and keys 4 levers, including fitting and fixing complete.
88Providing waterproofing treatment over concrete roofsurface (old or new) by the application of two coats ofslurry prepared with latex of approved brand, water andcement in the proportion of (LP.W. Cement - 1:4:6) byvolume, with brush in a time gap of minimum 4(four) hoursto 14(fourteen) hours between the two layers, laying 20mmthick and sand and cement consolidated plaster (1:4)admixed with Plastocrete Super of approved brand 0.2% byweight of cement, laying flat 1st class Brick Bats / Bricksover the mortar keeping a gap of 10-20 mm between twobats, filling the vertical joints with the aforesaid mortar,providing a second layer of 20 mm thick sand and cementplaster (1:4) admixed with Plastocrete Super as above overthe brick layer, the top surface of the treatment should bechequered to provide the antistrip property.
89Supplying, 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 joiningwith jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc)complete.110mm
90a) Plain Tee
91aShoe
92Constructing Inspection pit to a depth of 1.5 metre (inside), 250 mmthick 1st class brick work (1:4) in all sides over a layer of jhama bricksoling and 150 mm thick cement concrete with stone chips (1:3:6)including necessary earth work, fitting and fixing approved type S.W.master trap, constructing masonry invert with cement concrete (1:1.5:3)with stone chips, plastering inside and outside (outside upto 300 mmbelow G.L.) with 20 mm thick cement plastering (1:4) and neat cementpunning, including supplying,fitting and fixing one 560 mm. dia R.C.C.manhole cover of approved make with R.C.C. slab of 100 mm thick withcement concrete (1:1.5:3) with stone chips including necessaryreinforcement (upto 1%) and shuttering and necessary corbelling brickwork (1:4) so that the R.C.C. cover slab rests 150 mm above adjucentG.L., cement plaster (1:4) 10 mm thick on all external surfaces of thetop slab as directed complete in all respect and removal of surplus earthwith all costs of labour and materials (excluding the cost of master traponly).(i) 900 mm X 750 mm
93Construction of septic tank of different capacities as per approveddrawing with 1st class brick work in cement mortar (1:4) including two560 mm dia. R.C.C. manhole cover(heavy type)of approved makesupplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slabwith necessary fittings, 20mm thick cement plaster (4 : 1) with neatcement 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 mmthick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slabincluding supplying, fitting and fixing all necessry specials, fittings,S.W. tees, C.I. foot rest etc. including excavation earth in all sorts ofsoil, shoring, bailing out and pumping out water as necessary, ramming,dressing the bed and fefilling the sides of the tanks with earth, removingspoils, filling up the chamber with clear water, removing foreignmaterials from the chamber and including constructing attachedinspection pit as per approved drawing and connecting all necessarypipes, joints etc. with internal plaster work and artificial stone flooringis to be done with admixture of water proofing compound @ 0.5% byweight of cement with all costs of labour and materials.
94Construction of circular soak well 2.5 metre deep in all types of sandysoils with dry brick work upto 1.6 metre from the bottom having 150 mmintermediate cement brick work (1:4) band all round and cement brickwork (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 thickcement plaster (1:4) on outer face from top of the well upto G.L. and 6mm thick cement plaster (1:4) on top of the R.C.C. cover slab includingfilling bottom 1.00 metre of inside of the well with brick metal (50 mm to63 mm size) including R.C.C. cover slab of 100 mm thick with cementconc (1:1.5:3) with stone chips with necessary reinforcement andshuttering including one 560 mm dia. R.C.C. manhole cover (heavytype)of approved make supplied, fitted and fixed in the cover slab withnecessary fittings, making nacessary arrangements for pipe connections,excavation of well including shoring, dewatering and removing theexess earth from the premises as per direction complete in all respectwith 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.
95Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer
96Supply and fixing 5.00 HP submersible pump ,cable with matching stater and piping all complete
97Add GST 18%
98Add Cess 1%
99Electrification and Plumbing

AI Tender Summary

OUR REF NO 36904987
AUTHORITY Local Bodies
TENDER VALUE 84.56 Lakhs
LAST DATE 04-04-2023
Authority
Authority Name District Magistrate
Work Description Construction of two Storied Building of Community hall (sadbhav mandap) at9th Mile Thurbo, PGSD II G.P.
Basic Detail
Tender No 01mamedarg2023
Bidding Type Tender
Location
City mirik
State West Bengal
Key Dates
Publish Date 21 Mar 2023
Submission Date 04 Apr 2023
Open Date 10 Apr 2023
Finance
Tender Value 84.56 Lakhs
Tender Fee Ref. Documents
EMD 1.69 Lakhs
Exemption Not Available
Document List
6179d987-7e98-40f7-b5ae-7546198060db.html
BOQ_1011377.xls
Drawing.pdf
sbd.pdf
Tendernotice_1.pdf

Unlock Full AI Tender Summary

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

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

Tender Timeline

Mar 21, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Apr 04, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Apr 10, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

6179d987-7e98-40f7-b5ae-7546198060db.html

xls

BOQ_1011377.xls

pdf

Drawing.pdf

pdf

sbd.pdf

pdf

Tendernotice_1.pdf

Disclaimer

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

TenderDetail
Loading tenders