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Provision Of Shed, Flooring And Allied Work In Bldg No P-5 And Provision Of Parking Shed Near Bldg No Np-13 At Hq Northern Command & Provision Of Auditorium Style Seating Chairs In Auditorium At Command Military Dental Centre ( Nc ) Under Ge ( South ), udhampur-Jammu And Kashmir

Military Engineer Services-MES has published Provision Of Shed, Flooring And Allied Work In Bldg No P-5 And Provision Of Parking Shed Near Bldg No Np-13 At Hq Northern Command & Provision Of Auditorium Style Seating Chairs In Auditorium At Command Military Dental Centre ( Nc ) Under Ge ( South ). Submission Date for this Tender is 10-03-2023. Shed Construction Tenders in udhampur Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

36223145
Corrigendum : Provision Of Shed, Flooring And Allied Work In Bldg No P-5 And Provision Of Parking Shed Near Bldg No Np-13 At Hq Northern Command & Provision Of Auditorium Style Seating Chairs In Auditorium At Command Military Dental Centre ( Nc ) Under Ge ( South )
Open Tender
Indian
Jammu And Kashmir
udhampur
10-03-2023

Tender Details

Provision Of Shed, Flooring And Allied Work In Bldg No P-5 And Provision Of Parking Shed Near Bldg No Np-13 At Hq Northern Command & Provision Of Auditorium Style Seating Chairs In Auditorium At Command Military Dental Centre ( Nc ) Under Ge ( South ) Udhampur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Mar-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 10-03-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 52800.0 /-
Tender Value
INR 26.40 Lakhs /-

BOQ Items

Name of Work: PROVN OF SHED, FLOORING AND ALLIED WORK IN BLDG NO P-5 AND PROVN OF PARKING SHED NEAR BLDG NO NP-13 AT HQ NORTHERN COMMAND & PROVN OF AUDITORIUM STYLE SEATING CHAIRS IN AUDITORIUM AT COMMAND MILITARY DENTAL CENTRE (NC) UNDER GE (SOUTH) UDHAMPUR
Sl. No. Item Description
1Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, electric poles etc. not exceeding 10 sq m on plan and not exceeding 1.5 m in depth in soft/loose soil and getting out soil, complete all as specified and as directed by Engr-in-Charge.
2Plain cement concrete 1:2:4 type B-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed by Engr-in-Charge.
3Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed by Engr-in-Charge.
4Mild steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240, complete all as specified and as directed by Engr-in-Charge.
5Pre-painted coloured corrugated profiled Galvalume/Zincalume sheet with min 0.50mm TCTwith BTM of 0.45mm thick conforming to IS -513(AZ-150 GSM,Al Zn alloy metallic coating 550MPA yield stress as per AS-1397),as in roof covering/clading to wall fixed with self taping screws, colour/exterior coat of silicon modified polyster/ BHP x RW paint system 20 micron top coat applied over 5 micron primer and a micron polyster back coat applied over 5 micron primer,all fixed with galvanised self drilling self tapping fastener(12-14x55 with EPDM seals), complete all as specified and directed
6Pre-painted coloured plain steel profiled Galvalume/Zincalume sheet with Min 0.50 mm TCT with BTM of 0.45mm thick conforming to IS-513(AZ-150 GSM, Al Zn alloy metallic coating 550 MPA yield stress as per AS-1397) as roof ridge colour/exterior coat of silicon modified polyster/BHPxRW paint system 20 micron top coat applied over 5 micron primer and a 5 micron polyster back coat applied over 5 micron primer ,all fixed with Galvanised self drilling self-tapping fastener (12-14x55 with EPDM seals) complete all as specified and directed.
7S&F for 2mm thick fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc, complete all as specified and as directed by Engr-in-Charge.
8Brick work with old size sub class "B" bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.
9Broken stone hardcore of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engr-in-Charge.
1075mm thick Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in sub base to floor, complete all as specified and as directed by Engr-in-Charge.
11M&L for double charged glossy finished Vitrified tiles (light shade) of 10mm thick (square/rectangle) polished (area of each tile not exceeding 0.36 sqm) as in floors jointed in cement slurry and pointed in white or coloured cement to match the existing surfaces over and including 15 mm thick screed bedding/ backing layer in CM 1:6, complete all as specified and as directed by Engr-in-Charge.
12S&FVitrified Dura stonetiles of size 300mmX300mmX10mm thick as infloorsset and jointed in neat cement slurry and pointed incoloured cement to match over and including 15 mm thick screed bed or bedding layer in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge.
13Providing 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 paver blocks 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; complete all as specified and as directed by Engr-in-Charge.
14Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement., complete all as specified and as directed by Engr-in-Charge.
1510mm thick toughened glass as in hinged doors, partitions automatic doors and similar work including cutting to sha[e, drilling holes required, complete all as specified and as directed by Engr - in - charge
1615 mm thick rendering in two layer (10mm + 5mm) on fair faces of brick /concrete on wall including facia chhajja etc.surfacesin cement mortar 1:4 and finishedeven and smooth without using extra cement including mixing Liquid water proofing compund in the proportion as mentioned in manufacturer"s instructions complete all as specified and as directed by Engr-in-Charge. Note : Water proofing compund to be measured and paid for separately as supply only.
17Preparation of new steeland iron surfacesexceeding 10 cms width or girth and applying two coats of synthetic enamel paint over a coat of red oxide/zink chrome primer complete, complete all as specified and as directed by Engr-in-Charge.
18Demolition of unreinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engr-in-Charge.
1918-20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite , complete all as specified and as directed by Engineer-in-Charge.
20Excavating in post holes (orsimilarholes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50m and making good surface as in any type of soil, complete all as specified and as directed by Engr-in-Charge.
21Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by Engr-in-Charge.
22Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed by Engr-in-Charge.
23Plain cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foudation, filling and mass concrete all as specified.
24Brick work with old size sub class "B" bricks, straight or curved on plan to any radius built in cement mortar 1:6, complete all as specified and as directed by Engr-in-Charge.
2515mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:6, finish surfaces even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge.
26Preparing newly plastered or unplastered surfaces of wall and applying two coats of cement base paint over one coat primer, complete all as specified and as directed by Engr-in-Charge.
27Rolled mild steel in roof trusses (framed) , trussed , purlins,crane gantries , rails and fastening and heavy bracket framing ( beam, tee, angle, channel or flat section) including distance pieces conforming to Fe 410-W, Gde E-250 Quality "A", complete all as specified and as directed. Note: All steel structures (truss and other member) shall be as per Drg NoCE/TD/911/88 Sheet 1/20 to 20/20.
28Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, 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 coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed by Engr-in-Charge.
29Machine pressed (factory made) precast plain cement concrete 1:2:4 type B-1 (20mm graded crushed stone aggregate) as in kerb stone of size 300mm x 300mm x 100mm thick and the like with plain fair faces including chamfering, weatherings, etc., embedding in position/laid in trenches on edges of roads including necessary formwork, including excavation in any type of soil, returning filing and removal of surplus soil/debris to a distance not exc 50 m from the starting point andincluding bedded, jointed and settingin cement morter 1:4, complete all as specified and as directed by Engr-in-Charge.
30Supply and fixing Royal auditorium chairs Model IAC-015 as per the sample kept in GE office, complete all as specified and as directed by the GE.
31Material and labour for platform for auditorium chairs made out of plywood, 19mm thick, BWR grade of size 18" x 22" x 2.5", as per the sample kept in GE office, complete all as specified and as directed by the GE.
32Material and labour for matting of non woven fabric, 4mm thickas per the sample kept in GE office, complete all as specified and as directed by the GE. Note for item No 30 to 32:- The conctractors shall visit the site and get themselves familier with the type of work to be carried out. No claim whatsoever shall be entertained on this account at later stage.
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