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Provision Of Space Structural Frame In Front Of Main Hospital Building P 72 At Inhs Asvini Colaba Mumbai 2Nd Call Provision Of Space Structural Frame In Front Of Main Hospital Building P 72 At Inhs Asvini Colaba Mumbai 2Nd Call, asvini-Maharashtra

Military Engineer Services-MES has published Provision Of Space Structural Frame In Front Of Main Hospital Building P 72 At Inhs Asvini Colaba Mumbai 2Nd Call Provision Of Space Structural Frame In Front Of Main Hospital Building P 72 At Inhs Asvini Colaba Mumbai 2Nd Call. Submission Date for this Tender is 10-03-2022. Structure material Tenders in asvini Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

31044967
Corrigendum : Provision Of Space Structural Frame In Front Of Main Hospital Building P 72 At Inhs Asvini Colaba Mumbai 2Nd Call Provision Of Space Structural Frame In Front Of Main Hospital Building P 72 At Inhs Asvini Colaba Mumbai 2Nd Call
Open Tender
Indian
Maharashtra
asvini
10-03-2022

Tender Details

Provision Of Space Structural Frame In Front Of Main Hospital Building P 72 At Inhs Asvini Colaba Mumbai 2Nd Call Provision Of Space Structural Frame In Front Of Main Hospital Building P 72 At Inhs Asvini Colaba Mumbai 2Nd Call

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Mar-2022 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 10-03-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 90000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: PROVISION OF SPACE / STRUCTURAL FRAME IN FRONT OF MAIN HOSPITAL BUILDING (P-72) AT INHS ASVINI, COLABA, MUMBAI (2ND CALL)
Sl. No. Item Description
1Excavating over areas, n exc 1.5 m deep and getting out in Hard/Dense soil complete all as specified and directed.
2Excavating over areas, exc 1.5 m but n exc 3.0 m deep and getting out in Hard/Dense soil complete all as specified and directed.
3Material and labour Cement concrete in foundations, filling and mass concrete 1:2:4 Type B-2 using 40 mm graded aggregate complete all as specified and directed.
4Material and labour RCC- M-30 (Design Mix) using 20mm graded aggregate in foundation, raft complete all as specified and directed
5Material and labour Form workfor rough finished surfaces of concrete measured flat for foundation and Footing & plinth beam complete all as specified and directed
6Material and labour for mild steelTMT bars of grade 500D CRS 10mm dia and over cut to length bent to shape required including crancking bending spirally for hooping and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed
7Material and labour for mild steelTMT bars of grade 500D CRS5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length bent to shape required including crancking bending spirally for hooping and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete allas specified and directed
8Material and labour for RCCM-30 (Design Mix) using 20mm graded aggregate as in Column complete all as specified and directed
9Material and labour for form workfor rough finished surfaces of concrete measured flat as in columns,post, piers and struts complete all as specified and directed
10Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm In Hard/Dense soil complete all as specified and directed.
11Removing excavated materialexc. 250m but not exc 500m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and directed.
12Supply and fixing Fe 410-W (Gde-E- 250) quality-APlates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and directed
13Supply and fixing Mild steel bolts exc. 20mm but n. exc. 25mm Dia. purpose made. with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. Exc 30cm long complete all as specified and directed.
14Supply and fixing Fe 410-W (Gde-E- 250) quality-A Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. complete all as specified and directed.
15Supply and fixing For hollow pipe including distance pieces, cleats etc. Fe 410 -W(Gde-E- 250)quality-A complete all as specified and directed.
16Supply and fixing 2.0mm thick corrugated polycarbonate sheet in roof covering/ cladding to wall, fixed with self tapping screws complete all as specified and directed.
17Supply and fixing Pre-painted galvalume aluminium zinc coating GI based plain sheet 1mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
18Material and labour High Performance Epoxy Based Painting System (Akzonobel Or Equivalent) Of Approved Colour And Shade Consisting Of Primer Application One Coat Of Interplus 256 @ 100 Micron, Intermediate (Under) Coat Application Of Interseal 547 @ 100 Micron (Epoxy Based) Over Primer Coat, Final Finish Coat Application On Intermediate Coat Of Interthane 990 @ 50 Micron (Pu Based), Total Dft 250 Micron Including Surface Preparation By Mechanical Cleaning & High Pressure Water Washing Of Steel Surfaces To Near White Metal Surface complete all as specified and directed.
19Note for item No 1 to 18:- a)The work shall be executed as per items catered in BOQ. Drawings attached here in after are for guidance only. However, final dimensions and measurements will be as on site. B)Contarctor has to carryout nondestructive tests of the strcutures at his own cost after completion of work.
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