Public Administrative Department Local Bodies Closing in 0 days TDR #44368884

Tender For Construction Of Dinning Hall With Ketchen Sheds

Issued by Local Bodies · contai, West Bengal
Tender Value
6.44 Lakhs
Estimated cost
Bid Submission
06 Aug 2024
0 days left
EMD
12893
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Dinning Hall With Ketchen Sheds Construction Of Dinning Hall With Ketchen Sheds (Seating Capacity 120 Students) Of Contai Muslim Girls High School (Hs) Under (Mdw) Scheme - 2023-24, Project Id Md232409191s000

BOQ

Name of Work: Construction of Dinning Hall with Ketchen Sheds (seating capacity 120 Students) of Contai Muslim Girls High School (HS) under (MDW) Scheme - 2023-24, Project ID : MD232409191S000, Mouza. Uttar Darua, Ward No. IV with in Contai Municipality P.O. & P.S. Contai, Dist. Purba Medinipur.
Sl. No. Item Description
1PWDPage No - 1, Item No.- 2. (a),
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.a)Depth of excavation not exceeding 1500 mm
3PWDPage No - 2, Item No.- 4.
4(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)By silver sand
5Page No.- 14 / Item No.- 1.
6Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand.
7Page No.- 14 / Item No.- 3.
8Supplying and laying brick Khoa of ordinary bats of size (38 mmx 63 mm)of approved quality in 100 mm layer (loose) filling in gaps with small onesrammed and compact as directed true to level and grade.
9Page No.- 41/ Item No.- 33.
10Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety
11P.W.D. Page No.- 48/ Item No.- 6(iii)
12Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concretesurface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement(iii) 35 mm. thick
13P.W.D, Page No.- 26, Item no.- 10(i)
14Ordinary 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 Variety
15P.W.D. Page No.- 43, Item no.- 40(i)(I).
16Reinforcement 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, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SRMB / JSW/ SHYAM/JSPL/BMASL/ELECTROSTEEL/SSL
17Page No.- 42 / Item No.- 36
18Hireand labourchargesfor shuttering with centering and necessary staging upto 4mm, using approved scout propsand thickhard woodplanksof approved thicknesswithrequired bracingsfor concreteslabs, columns, lintels,beamsetc. curvedor straight, including fitting, fixing and striking out after completion of works (upto roof of ground floor).a) 25 mmto30mm thick wooden shutteringasper decision and direction of the Engineer-in-
19a) 25 mmto30mm thick wooden shutteringwithout staging In foundation
20Page No.- 15 / Item No.- 8(a)
21Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth
22Page No.- 15 / Item No.- 8(b).
23Brick work with 1st class bricks in cement mortar (1:6)(b) In Super Structure, ground Floor
24Page No.- 16/ Item No.- 16.
25125mm thick brick work with 1st class bricks in cement mortar (4:1) in ground floor.
26P.W.D. Page No.- 189/ Item No.- 1(i)(b)
27Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including roundingoffor chamfering cornersas directed and rakingoutsjointsor roughening of concrete surface by chamfering etc. including throating, nosing and drip course where necessary(Groundfloor). Excludingcostofchipping over concrete surface](a) With 1:6 cement mortar20 mm thick plaster.
28(a) With 1:6 cement mortar15 mm thick plaster.
29P.W.D. Page No.- 192/ Item No.- 15.
30Neat cement punning about 1.5mm thick in wall, dado, window, sill, floor etc.NOTE:Cement 0.152 cu.m per100sq.m.
31Page No.- 105/ Item No.- 15.
32Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost ofall labour and materials.
33P.W.D. Page No.- 104/ Item No.- 13(a)
34(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtrWindow
35P.W.D. Page No.- 194/ Item No.- 1.
36Whitewashingincludingcleaning and smoothening surface thoroughly.(a) onecoat.
37P.W.D. Page No.- 194/ Item No.- 4.
38Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :(i) Internal surface (All floor)b) Two coats (on new works only).(i) Other than yellow, pink.
39P.W.D. Page No.- 194/ Item No.- 4.
40Colour washing with any shade with Stainers, as required including cleaning and smoothening surface thoroughly :(i) Internal surface (All floor)b) Two coats (on new works only).(i) Other than yellow, pink.
41P.W.D. Page No.- 200/ Item No.- 1.
42(b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
43P.W.D. Page No.- 200/ Item No.- 2.
44(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surfaceby sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface :With other than hi-gloss of approved quality-(iv) Two coats (with any shade except white)
45P.W.D. Page No. 100, Item No. 2(i)
46M.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.The rate includes the cost of rolled steel section, consumables suchas electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such aselectricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structuraltubular memebrs as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For trusses spanning up to 12.00 m
47P.W.D. Page No. 81, Item No.9.
48Galvanised corrugated iron sheet work (excluding the supporting 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:-b) With 0.63 mm thick sheet
49P.W.D. Page No.- 81, Item no.- 10.
50Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)B) 450 mm lapping each way(b) With 0.63 mm sheet
51Page No.- 84, Item no.- 19.
52Supplying, fitting and fixing glass reinforced polyester translucent fiber glass sheet to match with GCI Corrugation as per IS: 12866 - 1989 in roof fitted and fixed with 10 mm dia \"J\" or \"L\" hook, bolts and nuts, limpet and bitumen washers and putty with 150mm end lap and one corrugation minimum side lap complete.a) 1.6mm +/- 0.2 mm thick sheet.(2.6Kg/Sq.m)i) Natural white or tinted blue colour
53P.W.D. Page No.- 88/ Item No.-27.
54Galvanised or painted wind-tie made ofM.S. flats, fitted and fixed complete including cost of necessary fittings.(b) Made with 50 mm. X 6 mm. flats
55P.W.D. Page No.- 222/ Item No.- 11.
56Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised \"C\" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc.(VI) 25 mm. x 25 mm. x 12 g.
57Add 18% GST (Sl No. 1 to 27)
58Add 1% Welfare Cess

AI Tender Summary

OUR REF NO 44368884
AUTHORITY Local Bodies
TENDER VALUE 6.44 Lakhs
LAST DATE 06-08-2024
Authority
Authority Name Municipal Affairs Department
Work Description Construction Of Dinning Hall With Ketchen Sheds Construction Of Dinning Hall With Ketchen Sheds (Seating Capacity 120 Students) Of Contai Muslim Girls High School (Hs) Under (Mdw) Scheme - 2023-24, Project Id Md232409191s000
Basic Detail
Tender No WBMAD/ULB/CONTAI/149/MDW/ 2023-24
Bidding Type Tender
Location
City contai
State West Bengal
Key Dates
Publish Date 23 Jul 2024
Submission Date 06 Aug 2024
Open Date 09 Aug 2024
Finance
Tender Value 6.44 Lakhs
Tender Fee Ref. Documents
EMD 12893
Exemption Not Available
Document List
2ndNIT149.pdf
BOQ_1582428.xls
2b45e3fa-f7ae-4434-b079-a1c15cd62cfe.html
Tendernotice_1.pdf

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Tender Timeline

Jul 23, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 06, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 09, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

2ndNIT149.pdf

xls

BOQ_1582428.xls

html

2b45e3fa-f7ae-4434-b079-a1c15cd62cfe.html

pdf

Tendernotice_1.pdf

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