Tourism Government Departments Closing in 0 days TDR #36454554

Extension Of Ektish Community Hall At Ektish Gaon, Mirik

Issued by Government Departments · mirik, West Bengal
Tender Value
8.68 Lakhs
Estimated cost
Bid Submission
10 Mar 2023
0 days left
EMD
17379
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

Extension Of Ektish Community Hall At Ektish Gaon, Mirik

BOQ

Name of Work: Extension of Ektish Community Hall at Ektish Gaon, Mirik
Sl. No. Item Description
1Ordinary 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. (b) River bazree (1:1.5:3)
2Reinforcement 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.(i) Tor steel/Mild Steel II. Other thanSAIL/ TATA/RINL
3Hire 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) 25 to 30 mm thick shuttering
4(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work
5M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 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 such as electrodes, gas and hire charge of all tools andplants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
6M.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 such as electrodes, gas and hire charge of all tools and plants and labour reqired for the work including all incidental chages such as electricity charges, labour insurance charges etc.ii) For trusses spanning above 12.00 m and up to 20 .00 m
7125mm thick brick work with 1st class brick in cwmwnt mortar (4:1) in ground floor.
8Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface. with 4:1 cement mortara) 20 mm thick
9Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface. with 4:1 cement mortarb) 15 mm thick
10Neat cement punning above 1.50 mm thick in wall, dado window, sills, floor
11Wood work in door and window frames fine dressed fitted and fixed in position completely including a protective coat of painting at the contact surface of the frame. (i) other local wood
12Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.(ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.
13Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (a) 40mm X 6mm, 250mm Length
14Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (viii) 100mm. X 75mm. X 3.50mm.
15Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete. 250mm x 16 mm dia
16Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated (vi) 200 mm long x 10 mm dia rod
17Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete. 150 mm grip x 10 mm dia rod
18Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6m height for external wall). 4mm thick
19Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars with/without fixed type ventilators.
20Supplying, 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. (i) In Roof:-a) With 0.5 mm thick sheet
21Galvanised iron sheet ridging fitted with necessary bolts,screws, washers etc complete.(225mm end lapping) (B) 450 mm lapping each way
22Wooden eaves board as per design fitted and fixed completely(iii) Ornamental eaves board a) 19 mm thick
23Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. 25 mm dia x 450 cm long
24Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.b) Two coats
25Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC.Two coats ii) Solvent based interior grade Acrylic Primer
26Acrylic 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.
27Protective 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 primer.b) Premium 100% Acrylic Emulsion
28Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.A) On plastered surface
29B) On steel surface
30Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. Including using of approved putty etc. on the surface, if necessary. (a) iv. 2 coat any shadewood work
31(b) iv. 2 coat any shadesteel surface

AI Tender Summary

OUR REF NO 36454554
AUTHORITY Government Departments
TENDER VALUE 8.68 Lakhs
LAST DATE 10-03-2023
Authority
Authority Name Gorkhaland Territorial Administration
Work Description Extension Of Ektish Community Hall At Ektish Gaon, Mirik
Basic Detail
Tender No NieT30/EE/MED/GTA/2022-23
Bidding Type Tender
Location
City mirik
State West Bengal
Key Dates
Publish Date 24 Feb 2023
Submission Date 10 Mar 2023
Open Date 13 Mar 2023
Finance
Tender Value 8.68 Lakhs
Tender Fee Ref. Documents
EMD 17379
Exemption Not Available
Document List
Tendernotice_2.pdf
f13f58be-9190-4ad6-9e96-3b023274f3e5.html
BOQ_972794.xls
GTAFORM.pdf
Tendernotice_1.pdf

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Tender Timeline

Feb 24, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 10, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 13, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_2.pdf

html

f13f58be-9190-4ad6-9e96-3b023274f3e5.html

xls

BOQ_972794.xls

pdf

GTAFORM.pdf

pdf

Tendernotice_1.pdf

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