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Tender For Provn Of Overhead High Mast Shed On Seating Facility Of Student Offrs At Lecture Demonstration Area At Cats, Nasik Road Camp., nasik-Maharashtra

Military Engineer Services-MES has published Tender For Provn Of Overhead High Mast Shed On Seating Facility Of Student Offrs At Lecture Demonstration Area At Cats, Nasik Road Camp.. Submission Date for this Tender is 11-04-2024. High Mast Tenders in nasik Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

42770888
Corrigendum : Tender For Provn Of Overhead High Mast Shed On Seating Facility Of Student Offrs At Lecture Demonstration Area At Cats, Nasik Road Camp.
Open Tender
Indian
Maharashtra
nasik
11-04-2024

Tender Details

Provn Of Overhead High Mast Shed On Seating Facility Of Student Offrs At Lecture Demonstration Area At Cats, Nasik Road Camp. As Per Tender Documents

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Mar-2024 Critical Dates Date 01-04-2024
2 23-Mar-2024 Change in Critical Dates Date 04-04-2024
3 27-Mar-2024 Drawing Amendment Other 04-04-2024
4 04-Apr-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 11-04-2024
5 05-Apr-2024 Revised Drawing Amendment Other 11-04-2024

Key Value

Document Fees
INR 500 /-
EMD
INR 84100.0 /-
Tender Value
INR 42.05 Lakhs /-

BOQ Items

Name of Work : PROVN OF OVERHEAD HIGH MAST SHED ON SEATING FACILITY OF STUDENT OFFRS AT LECTURE DEMONSTRATION AREA AT CATS, NASIK ROAD CAMP.
Sl. No. Item Description
1Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard soil complete all as specified and as directed. Note:excavation to be carried out carefully(manually) without any risk to electric cables underneath.contractors quoted rate deems for the said provision.
2Excavating in trenches, n exc 1.5 m wide andexc 1.5 m but not exc 3.0 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan andexc 1.5 m but not exc 3.0 m in depth and getting out in hard soil complete all as specified and as directed. Note:excavation to be carried out carefully(manually) without any risk to electric cables underneath.contractors quoted rate deems for the said provision.
3M&L for PCC 1:2:4 type B-2 (using 40 mm graded stone aggregate) as in foundation filling ,mass concrete.
4M&Lfor TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hopping for columns hooking ends and binding with and including mild steel wire (annealed) not less than 0,9 mm dia or securing with clips quality confiring to Fe-410 complete all as specified and directed.
5All as per item No. 4 but 5mm dia and over upto and incuding 10mm dia in stirrups tie, spacers and binder complete all as specified and directed.
6M&L for form work to sides of concrete foundations,footings bases of coloumns raft and raft beams,sides and soffits (if any) of foundation and plinth beams, and similar work,vertical or to batter for rough finished surface of concrete complete all as specified and directed.
7M&L for RCC M-25 design mix (using 20mm graded stone aggregate) as in foundations, including rafts, footings, foundation beams, plinth beams, bases fo columns, etc,basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
8M&L for form work to sides of pillars, posts,struts,piers,columns etc or to batter for rough finished surface of concrete complete all as specified and directed.
9M&L for RCC M-25 design mix (using 20mm graded stone aggregate) as in columns, pillars piers, posts and struts complete all as specified and directed.
10M&L for Brick work with fly ash bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
11M&L for redering 15 mm thick on fair faces of brickwork or concrete surfaces in CM 1:4 complete all as specified and as directed.
12M&L for PCC 1:4:8 type D-2(using 40 mm graded stone aggt) as infoundations, filling and mass concrete
13Returning, filling in including spreading, levelling watering and well ramming in layers not exceeding 25cm in hard and dense soil complete all as specified and directed.
14Removing excavated material to a distancen.exc 250m and depositing where directed at a level n.exc 1.5m above the starting point.complete all as specified and directed.
15S&F 160 mmPVC (SWR) rain water pipe complete all as specified and as directed.
16S&F Steel work in tubular trusses including special shaped washer, base plates, anchor bolt, brackets, circular columns, Rafters, Purlins, Sag rod etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade YSt.-310. Note : Make of steel as specified in tender for Structural steel.fabrication work is to be executed carefully without any damage to the existing structures around.quoted rate deems to be inclusive all sccaffolding other supporting structure required to complete fabrication work at a height of appx 15.00 m.steel shall be moulded to achieve required shape as per drg.
17S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of and colour having tensilestrength of 550 Mpa as inroof covering/cladding towall, fixed with self tapping screws asspecified. Note : Galvalume sheet shall be moulded to achieve the shape(semicircular) as per drg.quoted rate deems to be inclusive of the same.
18S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with selftapping screws as specified. Note : Galvalume sheet shall be moulded to achieve the shape(semicircular) as per drg.quoted rate deems to be inclusive of the same.
19M&L for applying two coat of synthetic enamel paint over a coat of red oxide primer to steel Surfaces of any description, over10cm in width orgirth,not otherwise described incl preparation of surfaces complete all as specified and directed.
20M&L for 1.25 mm & 150 mm dia thick Mild steel sheet eaves gutters, galvanised class 3, half round with rounded edges including all fittings complete all as specified and directed.
21M&L for applying two coats of synthetic enamel paint over a coat of red oxide primer mild steelEaves gutter and pipes any descrip tion, n. exc 60 cm girth including holderbats, distance pieces, etc. (length measured over bends, branches etc.) including preparation of surfaces.
22M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paverblocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand.
23M&L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces.
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