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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance B 17 NICHI NEHRU NAGAR SHIV SHRISHTI NEAR S T DEPOT KURLA E MUMBAI 400 024 | MUMBAI | MUMBAI SUBURBAN | MAHARASHTRA | 400024 | Admitted-Finance |
| 3 | Admitted-Finance MUMBAI THANE MAHARASHTRA | Admitted-Finance |
Tender Value
₹23.4 L
EMD Value
₹46,860
Closing Date
11 Aug 2022, 3:00 pmClosed
Head, ESD-III
3rd floor VS Bhavan
Building Maintenance work/ Building Development works
2022_DCSEM_703220_1
DCSEM/CQD/QSB/ NIT/43/22-23/ dt. 27.07.2022
Open Tender
Civil Works
Item Rate
243 days
Mumbai
Please refer tender documents
5 documents required · 5 mandatory
₹0
₹46,860
29 Sept 2022
27 Jul 2022
12 Aug 2022
27 Jul 2022
11 Aug 2022
29 Jul 2022
27 Jul 2022 - 3 Aug 2022
Amount
ABSTRACT SHEET
Part A Main Items
Part B Rebated Items
Description of Work / Item(s)
Amount
Part A Main Items
Providing and fixing structural steel M. S. Angle, M. S. Chanel, M. S. Flat, box section etc for fencing at all levels and location as per existing design and pattern including supplying, cutting, fabricating, welding , erecting and fixing in position, including necessary scaffolding including all etc. complete all as per direction of Engineer-In-Charge.
Supplying, erecting & fixing in position12guage G.I. concertina wire fencing to existing barbed wire fencing /masonry wall work which consist of procuring G.I. concertina of approved quality, brand and of diameter as indicated below, erecting and fixing the same to top/side of ‘Y’ shaped angle provided over coping of compound wall, fixing concertina over ground along inside of compound wall including welding / screwing concertina to M.S. ‘Y’ angle to compound wall including cost of materials, labour, scaffolding etc. complete all as directed by the Engineer-In-Charge.
a) Providing and fixing 600 mm dia concertina to side / top of ‘Y’ shaped barbed wire fencing.
Supplying and fixing in position, 2 ply, 12 gauge, 4 spikes at 100 mm c/c G.I. barbed wire to M.S. angles / RCC wooden posts including supplying and fixing necessary ‘J’ hooks, bolts, nuts, washers, staples as required etc. including scafolding etc. complete all as per Engineer-In-charge direction.
Cement Concrete 1:2:4 for coping/ bed blocks using grade stone aggregate 20 mm max size including required frame work, consolidation, finishing, curing, Scaffolding etc. complete but including formwork as per specification & complete as all directed by Engineer-In-Charge.
Demolishing plain cement concrete / brick/rubble masonery work / coping etc by hammer/chiselling at all levels including stacking serviceable materials at site and disposing off the debris at out of premises to the nearest Municupal dumping ground etc. complete all as per specifications and as directed by the Engineer-in-Charge.
Dismantling & removing the existing damaged fencing made with M.S.Angles post & supports other M.S. members covered with M.S.Weldmesh including scaffolding, cutting of structural members by gas cutting removing the nut bolts etc. complete all as per direction of Engineer-In-Charge.
Providing and fixing in position G.I.chain link fencing of 10 gauge and mesh size of 50mm x 50mm to M.S. post including scaffolding fixing the same with necessary ‘J’ hooks, bolts , nuts, washers, staples, 6mm M.S.Fixing rods including necessary scafolding etc. complete all as per direction of Engineer-In-Charge.
Providing and laying rubble masonry using spotless black trap or approved locally available stone in cement mortar 1:6 including raking out joints, scaffolding simultaneous flush pointing using through / bond stones as every 900mm in horizontal & vertical courses of each layer, curing etc. complete all as per specifications & as directed by the Engineer-in-Charge.
Brick masonry work, 230 mm thickness using ready mix cement mortar 1:4 using well burnt locally available bricks of approved quality(Class 3.5) including scaffolding, raking out joints above ground level, curing etc. complete all as per specifications and as directed by the Engineer-in-Charge.
Sand faced cement plaster 20 mm thick in CM 1:4, two coats using factory manufactured pre mix/ready mix of 'Roofit Mix'of M/s Premier Floor to Roof Materials pvt.ltd/ 'Easy plast' of M/s Walplast Products pvt.ltd/ 'Readiplast' of M/s Ultratech Cement Ltd or other approved equivalent make, having minimum composition of C:S :: 1:4 using fully treated dry, well graded natural sand conforming to IS 383 suitable for external plastering, having low rebound properties, low water demand for curing properties, mechnical mixing with water in a metalic tray only to make good consistency as per the specification of the Manufacturer and applied over exterior masonry and concrete surfaces with base coat of 12 mm thick and finishing coat of 8 mm thick final rendering,including using richer mix for making corners if necessary, at all floors and level, including making grooves of existing size wherever required, including cleaning the surfaces, curing etc. including removing existing damaged/ worn out plastering and disposing off debris outside colony etc. complete all as per specifications & as directed by theEngineer-in-Charge.
Providing and applying three coats of acrylic elastomeric water proof exterior coating of Apex strech of M/s. Asian Paints/ Weathershield Max of M/s. ICI Dulux or other approved equivalent make and shade over the sand face / form finished surfaces/ rough cast plaster at all locations as required, thoroughly mixed and applied at an interval of 6-8 hours for each successive coats and ensure consumption of 0.3 ltr/ Sqm for 3 coats, including preparation of surface, cleaning and filling the cracks and crevices with Latex caulking crack filler etc. complete generally as per the manufacturer's specification and as directed by the Engineer-in-charge.
a) Over sand faced plastered / For finished surfaces
Painting steel/wooden surface with two coats of synthetic enamel paint of approved shade and make over one coat of steel/wood primer including preparing surface whenever required and cleaning etc. complete all as per specification and as directed by the Engineer-in-Charge.
Providing and erecting double bamboo scaffolding using minimum 50 to 75mm dia best quality bamboos ties with coir rope and the horizontal and vertical members of the bamboos to be provided as required at spacing of not more than 900mm apart both horzontally and vertically including providing cross support as struts to the scaffolding properly to the building for maintainance / repair works of external surface of buildings as and when required including providing necessary safety belt and helmet to the worker , dismantaling the scaffolding and taking back the scaffolding, after the repair works are completed, including cost of transportation, labour bamboos etc.complete all as per specification and directed by the Engineer-in-Charge.
Description of Work / Item(s)
Amount
Part B Rebated Items
Rebate for taking away dismanteled item by the contractor.
i) MS Steel scrap
Meena Enterprises
RESHMA CONSTRUCTION
Meena Enterprises
RESHMA CONSTRUCTION
Meena Enterprises
RESHMA CONSTRUCTION
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