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Repair To Roofs Treatment Repair To Cgi Sheets Ac Sheets In Roofing Wall Panelling False Ceiling In Technical Area At Air Force Station Pathankot, GE (AF) PATHANKOT-Punjab

Military Engineer Services-MES has published Repair To Roofs Treatment Repair To Cgi Sheets Ac Sheets In Roofing Wall Panelling False Ceiling In Technical Area At Air Force Station Pathankot. Submission Date for this Tender is 03-09-2019. Roofing Materials Tenders in GE (AF) PATHANKOT Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

21378903
Repair To Roofs Treatment Repair To Cgi Sheets Ac Sheets In Roofing Wall Panelling False Ceiling In Technical Area At Air Force Station Pathankot
Open Tender
Indian
Punjab
GE (AF) PATHANKOT
03-09-2019

Tender Details

Repair To Roofs Treatment Repair To Cgi Sheets Ac Sheets In Roofing Wall Panelling False Ceiling In Technical Area At Air Force Station Pathankot

Key Value

Document Fees
INR 500 /-
EMD
INR 80000.0 /-
Tender Value
INR 40 Lakhs /-

BOQ Items

Name of Work : REPAIR TO ROOFS TREATMENT, REPAIR TO CGI SHEETS/ AC SHEETS IN ROOFING, WALL PANELLING, FALSE CEILING IN TECHNICAL AREA AT AIR FORCE STATION PATHANKOT
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Removing old tar felt, all loose dirt,old roof tiles,cement plaster cleaning the concrete surface including removal & cleaning of vegetation, fungus,mass small trees etc from the roof top with wire brush, removing the strips of lightening conductor including refixing the same after repair work and applying neat cement slurry @ 1.5Kg/Sqm, complete all as specified and directed by Engineer-in-Charge. 1900 Sqm
2 2 Demolition of cement concrete ( unreinforced) in roof, floors (other than ground floors) etc, complete all as specified and directed by Engineer-in-Charge. 76 Cum
3 3 PCC 1:2:4 type B-1, 40 mm thick using 20 mm graded stone aggregate as in sub base, surface finished even and fair without using extra cement, complete all as specified and directed by Engineer-in-Charge 1900 Sqm
4 4 Material and labour for 10mm thick cement plaster in CM 1:4 over concrete surface on top of roof finished even and smooth without using extra cement mixed with water proofing compound pidi proof LW @ 200ml per 50Kg cement as per manufacturers instructions, complete all as specified and directed by Engineer-in-Charge (WPC shall be measured and paid separately). 1900 Sqm
5 5 Supply only liquid water proofing compound pidilite LW, complete all as specified and directed by Engineer-in-Charge 50 Ltr
6 6 Taking down cement plaster of any description on brick or stone walls, including raking out joints, hacking for keys, scubbing down with water etc, complete all specified and as directed by Engineer-in-Charge 150 Sqm
7 7 Rendering of 15mm thick cemet plalster in CM 1:4 over concrete surfaces finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge. 150 Sqm
8 8 Water proofing treatment provided with polymeric water proofing membrane 3 mm,90 micron weighing not less than 3Kg/Sqm on prepared surfaces vertical/horizontal laid over a coat of bitumen 85/25 @ 1.20Kg/Sqm, over a coat of bitumen primer 0.50Kg/Sqm one coat of bitumen 85/25 @ 1.20Kg/Sqm shall be provided over water proofing membrane as per manufacturer instructions, complete all as specified and directed by Engineer-in-Charge 1900 Sqm
9 9 Removing earth from top of roof of blast pens and stacking as and where desired by Engr-in-Charge, refilling after doing necessary treatment of roof including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete on the top of roof of blast pens, complete all as specified and directed by Engr-in-Charge. 1100 Cum
10 10 Removing/ dismantling GI earthing strip of any size and refixing in the same position after doing necessary treatment to roof of bldgs/blast pans including necessary screws/nut bolts for fixing arrangement, complete all as directed and specified by Engineer-in-Charge. 300 RM
11 11 Dismantling wall and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/slabs any thickness, including cover fillets complete all as specified. 650 Sqm
12 12 Taking down carefully (copper/aluminium) point wiring for ceiling fan/light fitting in ceiling and refixing the same in any position including replacing damaged material and lowering/rising the rod of ceiling fan if required, complete all as specified and directed by Engineer-in-Charge. 70 Each point
13 13 Taking down carefully switch boards of any size and any description and boxes of such types on wall and refixing at same place duly modification over PVC panelling including necessary screws, washers, replacement of damage switches etc, complete all as specified and directed by Engineer-in-Charge. 65 Each
14 14 Position suspended false ceiling system using E Grid suspended ceiling Grid system. The size of Grid shall be 600x600mm with Aluminium powder coated frame work, main runner 39x24mm, cross tee 29x24mm and wall angle 22.2x22.2mm using 4/9mm thick High Pressure Stream cured non primiered classic, designer variant E-Board ISI marked IS No 14862-2000. Fibre cement E Board to be placed in the grid of E Grid suspended ceiling grid system duly suspended by 4mm dia GI bar hangers from the purlins/self tightening screw in roof with butter fly clips, complete all as specified and directed by Engineer-in-Charge 200 Sqm
15 15 S & F 5mm thick PVC sheet fillet of width 35mm for wall panelling inclusive of fixing on to the wall to make PVC Frame complete all as specified and directedby Engineer-in-Charge. 60 RM
16 16 Wall panelling of colour as approved by GE, WPC 211 Solid PVC Profile fixed to wall with appropriate rawl plug and wooden screw, complete all as directed by Engr-in- Charge 235 Sqm
17 17 Dismantling framed trusses span not exc 10 m of any description and in any position, complete all as directed by Engr-in-Charge. 2 Each
18 18 Dismantling timber scantling in fillets, rails, posts, rafters, purlins etc. under 40 Sqcm in section framed work, complete all as specified and directed by Engr-in-Charge. 50 RM
19 19 M&L for timber as in framed structure second class hard wood in scantlings 1 Cum
20 20 Timber scantling in fillets, rails exc 3 and not Exc 6 sqm second class hard wood Plain fillet squre rectanguler in section, clean sawn se-cured with nails or brads, complete all as specified and directed by Engineer-in-Charge 350 RM
21 21 Preparing new wood surfaces and wood based materails applying coat timber piles and diping in hot mixture of tar and creosote in the proportion of 20 kg coal tar pitch to 25 ltr of creosote oil for 4 mins complete all as specified and directed by Engineer-in-Charge. 25 Sqm
22 22 Rolled MS section as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates confirming to Fe 410-W quality B complete all as specified and directed by Engineer-in-Charge 1300 Kg
23 23 MS works as in wind tie for roof flat iron fillet for securing wire mesh etc and similar works conforming to Fe 290-0 Gde E-165 including drilling holes as required all as specified and directed by Engineer-in-Charge 325 Kg
24 24 Refixing and erection fixing old any thickness/size of rolled MS section as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors, fixed with angle cleats or other connecting plates, complete all as specified and directed by Engineer-in-Charge 200 Kg
25 25 Refixing old any thickness/size of MS works as in wind tie for roof flat iron fillet for securing wire mesh etc and similar works including drilling holes as required all as specified and directed by Engineer-in-Charge 50 Kg
26 26 Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other end, each screwed end to be fitted with washers and one hexagonal or square nut exc 5cm but not exc 10cm long and dia of neck is 5 to 10mm. 55 Kg
27 27 Mild steel bolts purpose made with hexagonal or square head at one end and screwed the other end or screwed end to be fitted with washers and one hexagonal or square but dia of shank exceeding 20mm and not exceeding 25mm, length of bolt exceeding 45 cm long, complete and all as specified and directed by Engineer-in-Charge 75 Kg
28 28 Dismantling AC/GI/PPGI corrugated or semi corrugated sheets in wall cladding or roof coverings including ridges and make good of aluminium earthing strips after fixing of sheets, complete all as specified and directed by Engineer-in-Charge 2805 Sqm
29 29 S&F for 6mm thick AC corrugated or semi corrugated sheets in roof coverings including fixing with "J" hooks etc, complete all as directed by Engineer-in-Charge 200 Sqm
30 30 Asbestos cement two piece adjustable serated ridge 6mm thick, all complete as specified and directed by Engineer-in-Charge 35 RM
31 31 Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws, as specified and directed by Engineer-in-Charge 275 Sqm
32 32 Pre-painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws, as specified and directed by Engineer-in-Charge 80 Sqm
33 33 Refixing old any thickness Pre-painted galvalume aluminum zinc coating GI based corrugated steel in roof covering / cladding to wall, fixed with self tapping screws, as specified and directed by Engineer-in-Charge 80 Sqm
34 34 Refixing old any thickness Pre-painted galvalume aluminum zinc coating GI based plain steel as in roof covering / cladding to wall, fixed with self tapping screws, as specified and directed by Engineer-in-Charge 20 Sqm
35 35 0.63mm thick galvanised with grade of zinc coating 275gm/sqm mild steel sheeting (with grade of zinc coating 275 Gm/sqm) with two corrugation side lap fixed with L- type or cranked hook bolts and washer in roof, wall etc bent to curve, complete all as specified and directed by Engineer-in-Charge 2000 Sqm
36 36 0.63mm thick galvanised plain mild steel sheeting in ridges, hips,valley gutter,drip and straight flashings (length and grith as fixed ) w with grade of zinc coating 275gm/sqm, complete all as specified and directed and directed by Engineer-in-Charge. 150 Sqm
37 37 Preparing new steel surfaces of any description over 10 cm in width or girth and applying two coats sythetic enamel paint of camouflage pattern with one coat of primer in four or more shades as directed by Engr-in-charge inclnecessary scaffolding and other safety arrangement to work at any height at site if required. 2150 Sqm
38 38 Refixing old any thickness Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc, complete all as directed and specified by Engineer-in-Charge 500 Sqm
39 39 Refixing old any thickness Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed), complete all as specified and directed by Engineer-in-Charge. 100 Sqm
40 40 Dismantling structural steel work including steel door ,gate but excluding framed truss etc, complete all as specified and directed by Engineer-in-Charge 2 Qtl
41 41 Posts and struts in fencing including cutting tops to shape as directed, drilling holes, 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, all as specified and directed by Engineer-in-Charge 450 Kg
42 42 S&F for 4mm mild steel wire, galvanised class 3, in any postion including straining and fixing to steel posts and/or to straining bolts, including securing with and provision of galvanised iron tying wire, galvanised iron staples or steel pins, etc, as directed and specified by Engineer-in-Charge (each line of wire to be measured) 35 100 RM
43 43 Re-securing and restraining GI Wire including making good, all as specified and directed by Engr-in-Charge. 5 100 RM
44 44 Cement concrete in foundation filling and mass concrete, Type B-2 (1:2:4)using 40 mm graded aggregate, all as specified and directed by Engineer-in-Charge 1 Cum
45 45 Demolition of cement concrete of any description and in any position not otherwise specifically, complete all as specified and as directed by Engineer-in-Charge. 1 Cum
46 46 Providing PCC 1:2:4 type B1 using 20mm graded stone aggregate including necessary formwork as in cills, steps, seismic & other similar bands, string course, lacing course, parapets & railing up to 60cm in height, copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles & throatin,g complete all as specified and directed by Engineer-in-Charge 1 Cum
47 47 Demolition of brick work built in cement mortar of any description complete all as specified and directedby Engineer-in-Charge 1 Cum
48 48 Brick work with sub class 'B' modular brick straight or curved on plan exc 6M mean radius built in cement mortar 1:6, complete all as specified and directedby Engineer-in-Charge 1 Cum
49 49 Preparation of new surfaces and apply two coats of exterior acrylic paint of any shade in comouflage pattern as approved by GE over a coat of self primer on newly plastered surfaces of walls/AC Sheets as per manufacturer's instrucitons, complete all as specified and directed of approved make. 125 Sqm
50 50 Preparing new steel surfaces of any description exc 10cm width or grith and applying two coat of synthetic enamel paint over a coat of red oxide, complete all as specified and directed by Engineer-in-Charge 120 Sqm
51 51 Preparation of steel surfaces of any description, not otherwise described, not exceeding 10 cm in width or girth, and apply two coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge 25 10 RM
52 52 Dismantling water tanks capacity of tank exc 250 ltr and n exc 500 ltr and removing to store etc. complete all as specified and directed by Engineer-in-Charge 12 Each
53 53 Dismantling water tanks capacity of tank exc 500 ltr and n exc 1000 ltr and removing to store etc. complete all as specified and directed by Engineer-in-Charge 8 Each
54 54 Supply and fixing 500 Litre capacity Rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) three layers hoisted and fixed in position complete and all as specified and as directed by Engineer-in-Charge including dismantling existing water tank and removing from site of any capacity. 8 Each
55 55 Supply and fixing 1000 Litre capacity Rotational moulded polyethylene water storage tank (cylindrical vertical with closed top) three layers hoisted and fixed in position complete and all as specified and as directed by Engineer-in-Charge including dismantling existing water tank and removing from site of any capacity 5 Each
56 56 Refixing old 500 Litre capacity Rotational moulded polyethylene water storage tank fixed in position, complete all as specified and as directed by Engineer-in-Charge 4 Each
57 57 Refixing old 1000 Litre capacity Rotational moulded polyethylene water storage tank fixed in position, complete all as specified and as directed by Engineer-in-Charge 3 Each
58 58 Supply and fixing in repairs 25 mm bore float valve of high pressure PTMT with epoxy coated aluminuim rod and high density plastic ball screwed for iron pipe and fixed, complete all as specified and directed by Engr-in-Charge. 18 Each
59 59 Supply and fixing in repairs 20 mm bore float valve of high pressure PTMT with epoxy coated aluminuim rod and high density plastic ball screwed for iron pipe and fixed, complete all as specified and directed by Engr-in-Charge. 18 Each
60 60 Taking up or down GI tubing 25mm bore including cleaning for refixing, complete all as specified and directed by Engr-in-Charge 35 RM
61 61 Taking up or down GI tubing 20mm bore, complete all as specified and directed by Engr-in-Charge. 50 RM
62 62 Supply and fixing 25 mm tubes medium grade galvanized with all fittings and fixed complete to walls and ceiling or laid in floor (Bore of pipe 15mm), complete all as specified and directed by Engr-in-Charge 30 RM
63 63 Refixing old steel tubing and connections of 25mm dia in new or old position (wall, ceiling, floors etc.), complete all as directed by Engineer-in-Charge 5 RM
64 64 Supply and fixing 20 mm tubes medium grade galvanized with all fittings and fixed complete to walls and ceiling or laid in floor (Bore of pipe 15mm), complete all as specified and directed by Engr-in-Charge 40 RM
65 65 Refixing old steel tubing and connections of 20mm dia in new or old position (wall, ceiling, floors etc.), complete all as directed by Engineer-in-Charge 10 RM
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