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Provision Of Candidates Waiting Shed With Seating Facility In Gt Ground At No. 2 Afsb Mysore Under Age ( I ) Af Station Chimney Hills. , bangalore-Karnataka

Military Engineer Services-MES has published Provision Of Candidates Waiting Shed With Seating Facility In Gt Ground At No. 2 Afsb Mysore Under Age ( I ) Af Station Chimney Hills. . Submission Date for this Tender is 06-10-2022. Shed Construction Tenders in bangalore Karnataka. Bidders can get complete Tender details and download the document.




Tender Notice

33972595
Corrigendum : Provision Of Candidates Waiting Shed With Seating Facility In Gt Ground At No. 2 Afsb Mysore Under Age ( I ) Af Station Chimney Hills.
Open Tender
Indian
Karnataka
bangalore
06-10-2022

Tender Details

Provision Of Candidates Waiting Shed With Seating Facility In Gt Ground At No. 2 Afsb Mysore Under Age ( I ) Af Station Chimney Hills.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 29-Sep-2022 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 06-10-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 18300.0 /-
Tender Value
Refer document

BOQ Items

Name of Work :PROVISION OF CANDIDATES WAITING SHED WITH SEATING FACILITY IN GT GROUND AT NO. 2 AFSB MYSORE UNDER AGE (I) AF STATION CHIMNEY HILLS
Sl. No. Item Description
1M & L forsurface dressing n exc . 15 cm deep in hard/dense soil including removing the excavated material complete all as specified and dirtected by Engr-in-Charge
2M & L for excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in hard/dense soil complete all as specified and dirtected by Engr-in-Charge .
3M&LPCC 1:4:8 type D-2 (using 40mm graded agg) in foundation, filling and mass concrete.
4Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick with soft disintegrated rock.
5Removing excavated material n. exc 250 M and depositing where directed at a level not exc 500 M above the starting point as per directed by Engr-in-Charge.
6M & Lfor RCC M-30design mixas infoundation, including rafts , footings , foundation beams, plinth beams; bases for columns, etc ; basement slabs, under- reamed piles and mass concrete complete all as specified and directed by Engr-in-Charge.
7M & Lfor RCC M-30design mixas incolumns, pillars, piers,posts and struts etc complete all as specified and directed by Engr-in-Charge.
8M & Lfor RCC M-30design mixas inBeams , cantilevers, bressummers, lintels over 1.5 m span etc complete all as specified and directed by Engr-in-Charge.
9M & Lfor RCC M-30design mixas inchajjas etc complete all as specified and directed by Engr-in-Charge.
10M & Lfor RCC M-30design mixas inslabs supported on walls, beams and columns in floors , roofs, landings , balconies, canopies, deck slabs andshelves etc complete all as specified and directed by Engr-in-Charge.
11M & L for Mild steel TMT bars 10 mm dia., and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips etc complete all as specified and directed by Engr-in-Charge.
12M&L for mild steel TMT bars 6 mm to 8 mm dia and over, cut to length, bent to shape required including cranking bending spirally & binding with and including mild steel wire (annealed) not less than 0.9mm dia etc complete all as specified and directed by Engr-in-Charge.
13M & L for form work to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams: and similar works; vertical or to batterfor flat rough finished surfaces complete all as specified and directed by Engr-in-Charge.
14M & L for form work to sides and soffits of suspended slabs such as roof slabs , landings and similar work not exc 200 mm thick (horizontal or sloopping) for flat rough finished surfaces complete all as specified and directed by Engr -in Charge.
15M & L forform work to chullah hoods, chajjas, troughs and similar items including edgesfor flat rough finished surfaces complete all as specified and directed by Engr -in Charge.
16M & L for form work tosides and soffits of floor or roof beam, beam hauchings, girders, bressum-mers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams etcfor flat rough finished surfaces complete all as specified and directed by Engr -in Charge.
17M & L for form work tosides of pillars, posts, struts, piers, columns and stanchions size of square, rectangular or polygonalfor flat rough finished surfaces complete all as specified and directed.
18M & L for form work to edges of concrete flats, treads breaks in floors , window cills , concrete railling, opening in concrete walls, floors and roofsRCC/PCC bandsfloors roofs n exc 20 cm wide and sides of RCC/PCC bands in walls , horizontal or slooping and similar work exc 10 cm and not exc 20 cm wide surface finished roughcomplete all as specified and directed.
19M&L Precast cement concrete block masonry type C1 1:3:6 (20mm graded aggregate) with solid blocks exc 10 cm in width and setting in CM 1:4 complete all as specified and directed by Engr-in-Charge.
20M&L for rendering 15mm thick cement plaster on fair faces of brick work on concrete surfaces in cm (1:4) rendering to be finished even and smooth without using extra cementcomplete all as specified and directed by Engr-in-Charge.
21M&L for rendering 15mm thick cement plaster in cement mortar (1:6) on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed by Engr -in Charge.
22M & L Rendering 5 mm thick onfair faces of concrete or concrete surface in ceiling in CM 1:4, finished even and smooth without using extra cement complete all as specified and directed by Engr -in Charge.
23M&L for rendering 20 mm thick cement plaster on fair faces on concrete surfaces of roof slab in cm (1:3) rendering to be finished even and smooth without using extra cement with WPC @ 3% by wt of cement complete all as specified and directed by Engr-in-Charge. (WPC shall be measured and paid separately under respective items)
24Supply only liquid water proofing compound complete all as specified & directed.
25Material and labour for preparation of new surface decorated brick/concrete plastered or unplastered surfaces of walls, pillars, cornices by brooming down etc and applying two coat of cement base paintetc complete all as specified and directed by Engr -in Charge.
26M&L for 2 coats of oil bound distemper on walls including preparation of newly plastered wall surfaces, along with chalk whiting complete all as specified and directed.
27M&L for 3 coats ofwhite wash on ceiling including preparation of newly plastered wall surfaces, complete all as specified and directed.
28M&L for hard core of gauge n.exc 63mm deposited, spread and leveled in layers n.exc 15cm thick watered and rammed to a true surface with broken stone aggregate complete all as specified and directed by Engr -in Charge..
29M&L100 mm thickcement concrete type C-2 (40mm graded aggregate) as in sub base complete all as specified and directed.
30M&L for providing 100 mm thick Cement Concrete type B-1, 1:2:4 (20 mm graded stone agg) as in floor etc finishing cement concrete surface even and smooth using extra cementcomplete all as specified and directed by Engr -in Charge..
31M&Lfor 75 mm thick PCC 1:3:6type C-1 (using 20mm graded mechanically crushedstone aggregate ) for plinth protection ,finished even and smooth without using extra cement ,includingnecessary constructions joint filled with seailing compound all as specified.
32M&L for Applyingoil bound bituminous primer @ 0.20 Kg/Sqm and providing 4mm thick APP modified water proofing membrane weighing not.less than 4.0 Kg/Sqm reinforced with non Woven polyester matt weighing not.less than 150o Centigrade , having tensile strength of 650 N/5 cm and 350 N/5 cm in longitudnal and transverse direction respectively of the reinforcement, tearingstrength of 180N by torch application with minimum 10 cmside over lap and 15cm over lap, applying a coat of blown gradehot bitumen 90/15 over the membrane @ 1.2 Kg /sqm over the membrane a coat of solar reflective bituminous aluminium paint @ 0.10 Kg persqm all as specified.
33M&L for screed bed or bedding layer of mortar 20mm thick in CM 1:4 compelte all as specified and directed.
34M&L for prepolished coloured cement concrete chequredtiles 300 x 300 x 20mm thick,infloors etc .set and jointed in neat cement slurry and pointed in coloured cement to match compelte all as specified and directed.
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