Military Engineer Services-MES has published Provision Of 145 Rm Low Security Wall And Special Repairs To Bldg No P-2 At Lgj Mil Stn. Submission Date for this Tender is 16-11-2020. Building Repair Tenders in GE Lalgarh Jattan Rajasthan. Bidders can get complete Tender details and download the document.
Name of Work: PROVN OF 145 RM LOW SECURITY WALL AND SPECIAL REPAIRS TO BLDG NO P-2 AT LGJ MIL STN | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Excavation in trenches n. exc 1.5 metre wide and not exceeding 1.5 metre in depth; for for foundations etc or for shafts, wells, cesspits, manholes, etc. not exceeding 10 Sqm on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specified & directed by Engineer-in-charge . | 161 | Cum | |
2 | 2 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified & directed by Engineer-in-charge. | 17 | Cum | |
3 | 3 | Removal of excavated surplus spoil to a distance n.exc 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge . | 144 | Cum | |
4 | 4 | M&L PCC 1:4:8 Type D-2 using 40mm stone crushed stone aggregate as in foundations and mass concrete complete all as specified and directed by EIC. | 12.6 | Cum | |
5 | 5 | M&L for brickwork with sub class 'B' bricks, old size bricks, straight or curved on plan exc. 6 m mean radius built in cm 1:4 complete all as specified & directed by Engineer-in-charge . | 2 | Cum | |
6 | 6 | M&L brick work with fly ash bricks old size bricks straight or curved on plan exc. 6 metre mean radius built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge . | 51 | Cum | |
7 | 7 | M&L rendering 15mm thick on brick work in cement mortar (1:4) finished fair and even without using extra cement complete all as specified & directed by Engineer-in- charge. | 552 | Sqm | |
8 | 8 | M&L Preparation of new plastered or pointed surface of walls and applying two coats of cement base paint complete all as specified & directed by Engineer-in- charge. | 1002 | Sqm | |
9 | 9 | M&L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat surface with fair finish etc ccomplete all as specified & directed by Engineer-in-charge . | 50 | Sqm | |
10 | 10 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc flat surface with fair finish etc complete all as specified & directed by Engineer-in-charge . | 59 | Sqm | |
11 | 11 | M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions etc complete all as specified & directed by Engineer-in-charge . | 60 | Sqm | |
12 | 12 | M&L for RCC M-20 (Design Mix) using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified & directed by Engineer-in-charge . | 9.2 | Cum | |
13 | 13 | M&L for RCC M-20 (Design Mix) using 20mm graded crushed stone aggregate as in Beams, cantilevers, bressummers, lintels over 1.5m spanetc. complete all as specified & directed by Engineer-in-charge . | 9.3 | Cum | |
14 | 14 | M&L for RCC M-20 (Design Mix) using 20mm graded crushed stone aggregate as in Columns, pillars, piers, posts and struts complete all as specified & directed by Engineer-in-charge . | 9.5 | Cum | |
15 | 15 | S&F steel reinforcement of TMT bars (Fe 500D) of size 10mm dia and over, cut to length, bent to shape as required including cranking, hooking ends & binding with mild steel wire (annealed) not less than 0.90mm dia complete all as specified & directed by Engineer-in-charge . | 1260 | Kg | |
16 | 16 | S&F steel reinforcement of TMT bars (Fe 500D) of size 8mm dia and over, cut to length, bent to shape as required including cranking, hooking ends & binding with mild steel wire (annealed) not less than 0.90mm dia as in stiripps, spacers and binder complete all as specified & directed by Engineer-in-charge . | 700 | Kg | |
17 | 17 | Supply and fixing mild steel work as in 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 rivetting etc. and similar works conforming to Fe-290 (Gde E-165) complete all as specified & directed by Engineer-in-charge .\nNote:- 1. Flat iron for securing wire mesh to be provided is to measured in this item. \n2. Machine made screw bolt 10mm dia exceeding 5cm and not exceeding 10cm long shall be measured and paid seperately under appropriate item of this Schedule as supply only . | 350 | Kg | |
18 | 18 | Material and labour for preparation of new steel and iron surfaces of any description over 10cm in width or girth and treating surface with black bituminous paint to steel surface complete all as specified & directed by Engineer-in- charge. | 5 | Sqm | |
19 | 19 | Material and labour for preparation of new steel and iron surfaces of any description not otherwise described over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified & directed by Engineer-in- charge. | 51.5 | Sqm | |
20 | 20 | S&F galvanised, 2 strand steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts, including securing and tying at crossings with and provision of galvanized mild steel wire, staple or steel pins, etc complete all as specified and directed by Engineer-in-Charge. (Each line of wire shall be measured and paid separately ). | 13.68 | 100 RM | |
21 | 21 | M&L for Cement concrete 1:3:6 type C–1 using 20mm graded stone aggregate as in coping, hold fast, bed blocks or similar block etc including form work complete all as specified and directed by Engineer - in - Charge. | 2.5 | Cum | |
22 | 22 | M&L for Broken glass coping on top of walls in cement mortar 1:3 complete all as specified and directed by Engineer - in - Charge. | 28 | Sqm | |
23 | 23 | Supply and fixing concertina coil fencing of 600 dia, including securing and tying at crossings with and provision of galvanized mild steel wire, staple or steel pins etc complete all as specified and directed by Engineer-in-Charge. | 95 | RM | |
24 | 24 | S&F PVC (SWR) Pipe 75mm single socketed in any length with rubber ring joints laid in trenches or in floors all as per specified and directed by engineer in charge. | 15 | RM | |
25 | 25 | S&F Framed work such as grills,gratings,etc. With ands of bar shouldered or riveted or forged into spikes framed guard bars barred iron doors ladders framed balusters walk ways railings frame work of watertanks and similar works conforming to fe. 290 Gde-E-165 all as spefified and directed by Engr-in-Charge. | 23 | KG | |
26 | 26 | Dismantling asbestos cement (corrugated / semi corrugated) sheets including ridges as in roof covering complete all as specified & directed by Engineer-in-charge . | 90 | Sqm | |
27 | 27 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing rubbish off the premises complete all as specified & directed by Engineer-in-charge . | 248 | SQM | |
28 | 28 | Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified & directed by Engineer-in-charge . | 3.5 | CUM | |
29 | 29 | Taking down cement plaster on brick / stone walls including raking out joints, hacking for key, scrubbing down with water complete all as specified & directed by Engineer-in-charge . | 350 | SQM | |
30 | 30 | Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15cm in thickness (below or above ground level) all as specified. | 14.8 | CUM | |
31 | 31 | M&L for joint free non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectengular) area of each tile exc 0.18 Sqm but not exc 0.38 Sqm in floor over and including 15 mm thick screed bedding in cement mortar 1:6, set and jointed in neat cement slurry and pointed in coloured cement to match the floor complete all as specified & directed by Engineer-in-charge . | 120 | SQM | |
32 | 32 | M&L for joint free non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectengular) area of each tile exc 0.18 Sqm but not exc 0.38 Sqm on vertical surfaces such as skirting / dados over and including 10 mm thick backing coat in cement mortar 1:4, set and jointed in neat cement slurry and pointed in coloured cement to match the floor complete all as specified & directed by Engineer-in-charge . | 30 | SQM | |
33 | 33 | M&L for joint free non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectengular) area of each tile exc 0.06 Sqm but not exc 0.11 Sqm in floor over and including 15 mm thick screed bedding in cement mortar 1:6, set and jointed in neat cement slurry and pointed in coloured cement to match the floor complete all as specified & directed by Engineer-in-charge . | 183 | SQM | |
34 | 34 | M&L for glazed ceramic coloured tiles of size 350 X 250 X 7 mm / 450 x 350 x 7 mm thick on vertical surfaces such as skirting / dados over and including 10 mm thick backing coat in cement mortar 1:4, set and jointed in neat cement slurry and pointed in coloured cement to match the complete all as specified & directed by Engineer-in-charge . | 180 | SQM | |
35 | 35 | M&L for 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 & directed by Engineer-in-charge . | 36 | Sqm | |
36 | 36 | Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations complete all as specified & directed by Engineer-in-charge . | 15 | RM | |
37 | 37 | M&L for 75mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub-base complete all as specified & directed by Engineer-in-charge . | 170 | Sqm | |
38 | 38 | M&L PCC 1:2:4 type B-1, using 20mm graded stone aggregate as in roof kerbs or mud stops, rounded or chamfered on edges including necessary form work etc complete all as specified & directed by Engr-in-Charge. | 2 | Cum | |
39 | 39 | M&L for precast cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in kerb stones size 300mm x 300mm x 100mm with plain fair faces, including chamfers, weathering, throating etc setting in CM 1:4 complete all as specified & directed by Engineer-in-charge . | 0.8 | Cum | |
40 | 40 | M&L Machined pressed precast concrete interlocking paver block glossy with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 grade over 50mm thick Fazilka sand cushion complete all as specified & directed by Engineer-in-charge . | 75 | Sqm | |
41 | 41 | Formwork to chajjas, troughs and similar items including edges , for rough surface of concrete complete all as specified and directed by Engineer-in-charge | 15 | Sqm | |
42 | 42 | M&L for reinforced cement concrete 1:1.5:3 type A-1 using 20mm graded stone aggregrate in Chajjas complete all as specified & directed by Engineer-in-charge .\nNote : Reinforcement shall be measured and paid seperately. | 0.9 | CUM | |
43 | 43 | S&F mild steel TMT bars 6mm to 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clip complete all as specified & directed by Engineer-in-charge . | 40 | Kg | |
44 | 44 | M&L for rendering, 15 mm thick on brick work or concrete surfaces in cement mortar 1:6 on wall finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge . | 95 | SQM | |
45 | 45 | M&L for rendering, 10 mm thick on brick work or concrete surfaces in cement mortar 1:4 on ceiling finished even and fair complete all as specified & directed by Engineer-in-charge . | 120 | SQM | |
46 | 46 | M&L for two coats of oil bound distemper on newly plastered surfaces of walls paint over 3mm thick wall care putty including preparation of surfaces complete all as specified & directed by Engineer-in-charge . | 145 | SQM | |
47 | 47 | M&L for complete removal of existing treatment and two coats of oil bound distemper over 3 mm thick wall care putty on plastered surfaces of walls including preparation of surfaces complete all as specified & directed by Engineer-in-charge . | 475 | SQM | |
48 | 48 | M&L for 3 coats of white wash on newly / old plastered surfaces incl preparation etc. complete on wall complete all as specified & directed by Engineer-in-charge . | 30 | SQM | |
49 | 49 | M&L for 3 coats of white wash on newly / old plastered surfaces incl preparation etc. complete on ceiling complete all as specified & directed by Engineer-in-charge . | 50 | SQM | |
50 | 50 | M&L for broken brick boulder hard core of gauge, deposited, spread and levelled in layers n exc 15 cm thick, watered and rammed to a true surface complete all as specified & directed by Engineer-in-charge . | 1 | Cum | |
51 | 51 | M&L for 75 mm thick PCC 1:3:6 type C-2 using 40 mm graded mechanically crushed stone aggregate as in plinth protection finished even and smooth without using extra cement with & including 10 mm wide, 30 mm deep joints at the rate of 3.00 mtr centre to centre and at every turning & filling the joints with bitumen & sand mixture complete all as specified & directed by Engineer-in-charge . | 40 | SQM | |
52 | 52 | Taking down 15 mm dia steel GI tubing including all connected fittings of any dia and in any position including cleaning for re fixing the serviceable pipe complete all as specified & directed by Engineer-in-charge . | 55 | RM | |
53 | 53 | ,---ditto--- All as per item No 52 above but 20mm dia pipe complete all as specified & directed by Engr-in-Charge.. | 50 | RM | |
54 | 54 | S&F 15 mm dia galvanised steel tubing medium grade including necessary fittings like sockets, tees, elbows, reducers, unions etc fixed to walls / ceiling complete all as specified & directed by Engineer-in-charge . | 55 | RM | |
55 | 55 | Fixing only 15 mm dia galvanised steel tubing medium grade including necessary fittings like sockets, tees, elbows, reducers, unions etc fixed to walls / ceiling complete all as specified & directed by Engineer-in-charge . | 10 | RM | |
56 | 56 | S&F 20 mm dia galvanised steel tubing medium grade including necessary fittings like sockets, tees, elbows, reducers, unions etc fixed to walls / ceiling complete all as specified & directed by Engineer-in-charge . | 42 | RM | |
57 | 57 | Fixing only 20 mm dia galvanised steel tubing medium grade including necessary fittings like sockets, tees, elbows, reducers, unions etc fixed to walls / ceiling complete all as specified & directed by Engineer-in-charge . | 45 | RM | |
58 | 58 | Excavating in post holes (or similar holes) 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 in Hard/dense soil complete all as specified & directed by Engineer-in-charge . | 10 | Each | |
59 | 59 | S&F Steel work in tubular / hollow section in trusses, rafter, purline, post etc. including special shaped washer, plate, cleat, etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified & directed by Engineer-in-charge . | 900 | KG | |
60 | 60 | S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screwscomplete all as specified & directed by Engineer-in-charge . | 110 | SQM | |
61 | 61 | M&L preparation of new steel surfaces over 10cm in width or girth & applying 2 coats of aluminium paint over a coat of aluminium red oxide primer complete all as specified & directed by Engineer-in-charge . | 60 | Sqm | |
62 | 62 | S&F framed work with Mild steel material such as grills, gratings, etc., of ormamental and intricate design with ends of bars shouldered and/or riveted, or forged into spiles; framed guard bars; barred iron doors; ladders; framed balusteres; walk ways; railings; framework of water tanks and similar work conforming to Fe. 290, Gde-E-165 with complete all as specified & directed by Engineer-in-charge . | 30 | KG | |
63 | 63 | Dismentling of water tanks of capacity exc 500 and n.exc 1000 ltrs and removing from sitecomplete all as specified & directed by Engineer-in-charge . | 2 | EACH | |
64 | 64 | S&F rotational moulded polythene water storage tank 500 ltr capacity ( ISI MARKED) vertical with closed top hoisted and fixed in position all as specified in SSR part-I.complete all as specified & directed by Engineer-in-charge . | 2 | EACH | |
65 | 65 | S&F in repair gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed of 20mm bore fixed in repair all as specified and as approved by GE/Engineer-in-Charge. | 4 | EACH | |
66 | 66 | S&F in repair ball brass valves, high pressure, with polythene float and flynut complete, screwed for iron pipe or brass ferrule and fixed in 20mm dia bore pipe complete all as specified & directed by Engineer-in-charge . | 2 | EACH | |
67 | 67 | S&F in repair sinks with drainage board made of stainless steel 1 mm thick kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to pipe, overall size 915 mm x 460 mm bowl size 410 mm x 330 mm x 160 mm complete all as specified & directed by Engineer-in-charge . | 2 | EACH | |
68 | 68 | S&F in repair vitreous china wash hand basin coloured Flat back of size 550x400mm, long screwed shank fly nut flange end including cutting for and pinning in ends of brackets in 1:3 CM including 32mm dia chromium plated waste coupling/trap complete all as specified & directed by Engineer-in-charge . | 3 | EACH | |
69 | 69 | S&F in repairs pillar tap, fancy type, cast copper alloy chromium plated with capston head, screwed down high pressure with or without lettered with long screwed shank and fly nuts, screwed for iron pipe of 15 mm bore complete all as specified & directed by Engineer-in-charge .\nNote : Wt should not be less than 450 gms | 4 | EACH | |
70 | 70 | S&F in repair bib tap 15mm bore cast copper alloy chromium plated long body fancy type with capston head and cup screwed down, hand operated, screwed for iron pipe or for brass ferrule complete all as specified & directed by Engineer-in-charge . | 4 | EACH | |
71 | 71 | S&F looking mirror of selected quality of size 600 mm X 450 mm with bevelled edge mounted 6 mm thick commercial plywood and aluminium channel of required size fixed to wooden plugs with chromium plated brass screws and cup washers complete all as specified & directed by Engineer-in-charge . | 2 | EACH | |
72 | 72 | Taking down chowkhats or frames exc 1.5 sq. m but n.exc 4.0 sq. m each with shutters (without taking off shutters from the frame) complete all as specified & directed by Engineer-in-charge . | 13 | EACH | |
73 | 73 | Taking down chowkhats or frames n.exc 1.5 sq. m each with shutters (without taking off shutters from the frame) complete all as specified & directed by Engineer-in-charge . | 18 | EACH | |
74 | 74 | Taking down shutters of any description exc 1 Sqm and n.exc 2 Sqm each complete all as specified & directed by Engineer-in-charge . | 17 | Per Leaf | |
75 | 75 | Taking down shutters of any description exc 1 Sqm and n.exc 2 Sqm each and refixing in same opening complete all as sepcified and directed by Engineer-in-charge. | 5 | Per Leaf | |
76 | 76 | S&F framed work as in chowkats of doors windows of angle iron ,gates or other section with gusset plates, rails, braces etc conforming to Gde Fe 410-0 or Fe 310-0 complete all as specified and directed by Engineer-in-Charge. | 80 | Kg | |
77 | 77 | S&F hold fast of flat iron 25 x 3 mm conforming to Fe-290 or Fe 330 including preparing the surfaces & treated with two coats for coaltar & sanded with clean sharp sand complete all as specified & directed by Engineer-in-charge . | 15 | Kg | |
78 | 78 | S&F 35 mm thick 2nd class hard wood factory made plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified & directed by Engineer-in-charge . | 17 | SQM | |
79 | 79 | S&F 35 mm thick 2nd class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc. sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (a) complete all as specified & directed by Engineer-in-charge . | 17 | SQM | |
80 | 80 | S&F 100 mm long butt hinge, medium weight, cold rolled mild steel complete all as specified & directed by Engineer-in-charge . | 84 | EACH | |
81 | 81 | S&F 150 mm long aluminium anodised handle, cast type complete all as specified & directed by Engineer-in-charge . | 40 | EACH | |
82 | 82 | S&F 300 mm long mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 16 mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate complete all as specified & directed by Engineer-in-charge . | 20 | EACH | |
83 | 83 | S&F as 300mm ordinary rat tail rod pattern springs including roller and roller plate complete mild steel fixed complete all as specified and directed by Engr-in-Charge. | 41 | Each | |
84 | 84 | S&F stainless steel wire cloth 0.63 nominal dia of wire and average width of aperture 1.40 mm and fixed with stainless steel wire staples complete all as specified & directed by Engineer-in-charge . | 28 | SQM | |
85 | 85 | ,---ditto-- All as per item No 84 above but fixed in repairs complete all as specified & directed by Engineer-in-charge . | 20 | SQM | |
86 | 86 | S&F 150 mm long floor door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring complete all as specified & directed by Engineer-in-charge . | 5 | EACH | |
87 | 87 | M&L preparation of new or previously untreated wooden surface of any description not otherwise described over 10 cm width or girth and apply two coats of synthetic enamel paint over one coat of pink primer complete all as specified & directed by Engineer-in-charge . | 107 | SQM | |
88 | 88 | M&L preparation of new or previously untreated wooden surface of any description not otherwise described over 10 cm width or girth and apply two coats of synthetic enamel paint complete all as specified & directed by Engineer-in-charge . | 25 | SQM | |
89 | 89 | S&F 200 mm long aluminium anodised barrel tower bolt, of extruded sections complete all as specified & directed by Engineer-in-charge . | 16 | EACH | |
90 | 90 | S&F powder coated aluminium frame/shutter for doors, windows, ventilators and aluminium partition with one or more rebates including jointing cleats glazing clips, rubber packing, anodised aluminium snap beading, screws etc complete with locking arrangements for fixing with powder coating on aluminium sections, minimum thickness of poweder coating shall be 50 micron as per the specification. The top and bottom horizontal members and vertical members adjacent to wall shall be fixed with floor, ceiling, walls and cills where required and fixed with the help of rawl plugs and screws or with fixing clips or with expansion hold plate fastners. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically whereever required complete in all respect all as specified & directed by Engr-in-Charge. \nMake of Al Section : Jindal / Hindalco / NALCO. | 171 | KG | |
91 | 91 | S&F Anodised aluminium door shutters, aluminium section weighing 0.55 kg/ m including necessary joining cleats, glazing clips, ruber neoprene packing, handles 2 Nos in each door, hinges, anodised aluminum snap beading screws including powder coating of any colour (Thickness or powder coating not less than 50 micron). etc. complete all as specified & directed by Engineer-in-charge . | 53 | SQM | |
92 | 92 | Supply & fixing 4mm thick sheet glass ordinary quality and glazing with oil putty in squares n. exc. 0.5 Sqm in each pane complete all as specified & directed by Engineer-in- charge. | 8.5 | SQM | |
93 | 93 | M&L 4.8 mm thick sheet glass, ordinary quality and glazing with clips in square exc 0.5 Sq. m in each pane with solar control film 25 micron reflective type sticked to glass panes as per instructions of manufacturers complete all as specified & directed by Engineer-in-charge . | 20 | SQM | |
94 | 94 | Cutting openings, through brick walls for door, window and other openings or enlarging existing openings. converting window into door openings, etc. or cutting out defective brick work for under-pinning, including providing, fixing and removing shoring, cleaning and stacking bricks, removing surplus serviceable bricks, hard-core, etc.. to store and rubbish not exc. 50m complete all as specified & directed by Engineer-in-charge . | 0.9 | CUM | |
95 | 95 | S&F arm strong mineral fibre accoustical suspended ceiling system with ANF (Micro look) EGE tiles with arm strong silhouette exposed grid. The tiles should have humidity resistance (RH) of 90% NRC 0.5% Light reflectance shall be more than 85% thermal conductivity K=0.052 - 0.057 W/mk. Colour shall lbe white, fire performance class 0/class 1 (BS 476) in module size of 600mm x 600mm x 15mm with bioblock coating on the face of tiles. Suitable for green building application with recycle content of 63%. The tiles shall be laid on arm strong silhouette profile grid system with 15mm with flanges incorporating 6mm central revel in white / black colour and with a web height of 45mm and and load carrying capacity of minimum 15.68 kg/Sqm. Silhouette, main runner and cross runner shall have mitred end and birdsmouth notches to provides mitred juction. The Tee section have a galvanised of 125 gms/Sqm complete all as specified & directed by Engineer-in-charge . | 107 | SQM | |
96 | 96 | Demolition of reinforced cement concrete of any description and in any position not otherwise specificlly provided for (reinforcement cut as required to facilitate demolition) complete all as specified & directed by Engineer-in-charge . | 2 | CUM | |
97 | 97 | M&L 25 mm thick Cement concrete type B- 0,1:2:4 (12.5mm graded aggregate)as in sub-basecomplete all as specified & directed by Engineer-in-charge . | 270 | Sqm | |
98 | 98 | M&L for machine cut Kota stone slab flooring 20-25 mm thick (minimum size 55cm x 55cm) laid over and including 15 mm thick screed base in cement mortar (1:6) laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and mirror polishing complete all as specified and directed by Engineer-in-Charge. | 90 | Sqm | |
99 | 99 | M&L marble tiles 20 mm thick machine cut Makrana white as in strip in floor over cement screed base, laid over and including 15 mm thick screed bed in cement mortar 1:6, set and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing all as directed by Engineer-in-Charge. | 20 | Sqm | |
100 | 100 | Forming jambs, etc. to openings (to foregoing item), including cutting, toothing and properly bonding into old work, also facing, jointing and pointing to match existing work, complete and new work built in CM 1:6, complete all as specified & directed by Engineer-in-charge . | 11 | Sqm | |
101 | 101 | S&F Neoprene / EPDM rubber gasket all as specified and directed by Engineer-in-Charge.\nNote : Taken for other than door/window shutter if reqd | 50 | RM | |
102 | 102 | S&F mortice lock, vertical type, size 100mm brass 4 levers complete all as specified & directed by Engineer-in-charge . | 2 | Each | |
103 | 103 | M&Ldouble action floor spring hydraulically regulated made up of minimum 1.25 mm thick aluminium alloy sheet foundation box, main body with stainless steel cover, governing pivote made of brass, other parts made of mild steel heavy duty and dixed in floor complete all as specified and directed by Engr-in-Charge. | 2 | Each | |
104 | 104 | M&L for factory made steel windows conforming to IS-1038 with side hung shutters including box type hinges with 02 nos MS 100mm size barrel tower bolt for each leaf and Z section steel handle and steel peg stay complete with glazing bars, dovetailed or welded all as specified and directed by Engr-in-Charge. | 6 | SQM | |
105 | 105 | M&L for factory made steel windows conforming to IS-1038 with side hung shutters including box type hinges with 02 nos MS 100mm size barrel tower bolt for each leaf and Z section handle and steel peg stay complete without glazing bars, dovetailed or welded complete all as specified and directed by Engr-in-Charge. | 6 | SQM | |
106 | 106 | S&F in repair brass hat pegs, solid body, 125 mm to 175 mm (4 legs) complete all as specified and directed by Engr-in-Charge. | 8 | Each | |
107 | 107 | S&F in repair towel rails 20mm dia 600mm long brass chromium plated superior quality brass chromium plated fancy type complete all as specified. | 2 | Each | |
108 | 108 | S&F in repair stainless steel grating round or square 150mm size (minimum weight 100gms) complete all as specified and as directed by Engineer-in-charge. Note :- The minimum weight shall be as given in SSR or in relevant IS. | 2 | Each | |
109 | 109 | S&F in repair chromium plated fancy type soap dish complete all as specified and directed by Engineer-in-Charge. \nMake- (i) Prayag, Model No-CANTABILE- PICASSO -Cat No-BA-05\n(ii) Hindware cat part No. F870004\n(iii) Equivalent in Jaquar | 2 | Each | |
110 | 110 | S&F drapery rods, coloured, standrad quality, powder coated not less than 25mm dia with heads at both ends and middle support, rings, etc. all as specified and direced. | 20 | RM | |
111 | 111 | E/M Portion\nTaking down carefully copper/aluminium point wiring (light, socket or power) complete (fittings such as switches, ceiling roses, pendants, regulators, sockets etc to be measured separately), and making good disturbed surfaces of walls, floors etc to match with existing surfaces complete all as specified and directed by Engineer-in-Charge. | 128 | Point | |
112 | 112 | Taking down MCB with sheet metal enclosure, main switch, DB etc and making good disturbed surfaces to match with existing surfaces complete all as specified and directed by Engineer-in-Charge. | 2 | Each | |
113 | 113 | M&L for concealed point wiring with two single core PVC insulated, unsheathed multistranded copper conductor cable of size 1.5 Sqmm (FRLS) drawn in and including electrical grade PVC conduit 20 mm dia concealed on wall/ceiling/floor including PVC insulated unsheathed earth wire with multi stranded copper conductor of size 1.5 Sqmm (FRLS) including MS shunk sheet metal box with 3 mm thick hylam sheet top cover of required size for mounting switches, sockets etc complete for One Light point / fan controlled by one, one way switch complete all as specified and directed by Engineer-in-Charge \nNote - Quoted rate shall include making good to the disturbed surfaces including plastering and painting to match with the existing colour. | 77 | Point | |
114 | 114 | ,--ditto--- all as per Serial item no 113 above, but for one 3 pin switch socket outlet, 5 Amp on the same boad with other switches complete all as specified and directed by Engineer-in-Charge. | 11 | Point | |
115 | 115 | ,--ditto--- all as per Serial item no 113 above, but for one 3 pin 5 amps switch socket outlet point on independent board complete all as specified and directed by Engineer-in-Charge. | 21 | Point | |
116 | 116 | ,---ditto--- All as per serial item No 113 above but wiring with 2.5 Sqmm multistranded conductor cable and 1.5 sqmm unsheated copper conductor earth wire for two in one, 5 pin 15 amp socket outlet on independent board complete all as specified and directed by Engineer-in-Charge. | 7 | Point | |
117 | 117 | ,---ditto--- All as per serial item No 113 above but wiring with 4 Sqmm multistranded cable and earth wire with copper conductor of size 4.0 Sqmm for 15 Amps power point complete all as specified and directed by Engineer-in-Charge. | 12 | Point | |
118 | 118 | Supply and fix switch piano type single pole one way 5 Amps rating, 230/250 volts grade on top covers complete all as specified and directed by Engineer-in-Charge. | 109 | Each | |
119 | 119 | Supply and fix switch piano type single pole one way 15 Amps rating, 230/250 volts grade on top covers complete all as specified and directed by Engineer-in-Charge. | 7 | Each | |
120 | 120 | Supply and fix in repair socket outlet multipurpose use, flush mounting type, 3 pin 5 Amp (with 2 pin outlet of 5 amp also), 230/250 volts grade on top covers complete all as specified and directed by Engineer-in-Charge. | 9 | Each | |
121 | 121 | Supply and fix in repair socket outlet multipurpose use, flush mounting type, 3 pin 15 Amp (with 3 pin outlet of 5 amp also), 230/250 volts grade on top covers complete all as specified and directed by Engineer-in-Charge. | 7 | Each | |
122 | 122 | Supply and fix piano socket 2 in 1, 2/3 pin 6 Amp flush type 250 Volts AC complete all as specified and directed by Engineer-in-Charge. | 23 | Each | |
123 | 123 | Supply and fixing piano socket 2 in 1, 3 pin 5 Amp and 15 amp flush type 240 Volts AC complete all as specified and directed by Engineer-in-Charge. | 12 | Each | |
124 | 124 | Supply and fixing piano switch 15 Amp flush type 240 Volts AC complete all as specified and directed by Engineer-in-Charge. | 12 | Each | |
125 | 125 | Supply and fixing LED light fitting 1 x 20 W, 230 Volts integral sleek polycarbonate LED Channel (composite type) with white acrylic cover including making connection complete all as specified and directed by Engineer-in-Charge. | 52 | Each | |
126 | 126 | S&F lamp holder insulated body with back plate for angle /batten fitting with LED of 9 watt complete all as specified and directed by Engineer in charge. | 16 | Each | |
127 | 127 | S&F ceiling rose surface bakelite three terminals / plate 5 Amps complete all as specified and directed by Engineer in charge. | 57 | Each | |
128 | 128 | S&F in replacement sheet metal enclosure DB single pole and neutral for 240 Volt 8 way with 200 Amps rated busbar flush double door concealed complete all as specified and directed by Engineer-in-Charge. | 1 | Each | |
129 | 129 | S&F MCB single pole 240 volt 6-32 Amp 10 KA complete all as specified and directed by Engineer-in-Charge. | 10 | Each | |
130 | 130 | Supply and fixing MCB SPN 240 Volt 40 Amps 10 KA complete all as specified and directed by Engineer-in-Charge. | 1 | Each | |
131 | 131 | M&L for Sub Main Wiring including taking down with two run single core 6 Sqmm PVC insulated unsheathed (FRLS) cable with stranded copper conductor drawn in PVC conduit & accessories Suitable size with and including 6 Sqmm copper green colour earth wire complete all as specified and directed by Engineer-in-Charge. \nNote : Two run of 6 Sqmm & one run of 6 Sqmm & one run of PVC conduit with accessories shall be measured as one length. | 150 | RM | |
132 | 132 | S&F exhaust fan 450 mm sweep 1400 RPM single phase Ind Ex Fan metallic grey with louvers complete all as specified and as directed by Engineer-in-charge. | 3 | Each | |
133 | 133 | Supply and laying or fixing or passing through pipe, 1100 volts grade heavy duty cable with PVC insulated aluminium, conductor served with an inner sheating of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed 6 sqmm 2 core nominal cross section aluminium stranded conductor in service connections complete all as specified and directed by Engr-in-charge. | 50 | RM | |
134 | 134 | Supply and fixing fan regulator 400 watts electronic socket type complete all as specified and directed by Engineer-in-Charge.\nMake : Legrand/Anchor/Usha. | 2 | Each | |
135 | 135 | Supply and fixing factory made, sheet distribution boards, double door, protection class IP-30 suitable for mounting MCB/MCCB, confirming IS-13032 to IS-8623, BS-5484 with min 200 Amps, copper bus bar, working on 240 Volt AC, SP & N 12 Ways complete all as specified and directed by Engineer-in-Charge.\nMake : Legrand/ ABB/ Seimens | 1 | Each | |
136 | 136 | S&F in DBs (catered above) MCBs 9KA confirm to IS 8828:1996, IEC-898 rupturing capacity of the SP & N 63 Amp rating complete all as specified and directed by Engineer in Charge.\nMake : Legrand/ABB/Seimens. | 1 | Each | |
137 | 137 | ,--ditto--- all as per Serial item no 136 above, but SP 6-32 Amp rating complete all as specified and directed by Engineer-in-Charge. | 10 | Each | |
138 | 138 | Supply and fixing LED building security light fitting 25 Watt with epoxy powder coated sheet aluminium housing, with epoxy powder coated CRCA sheet steel grey tray, clear acrylic cover and accessories complete incl street light bracket made out of 25 mm dia GI medium grade pipe 0.6 mtr long complete with 2 sets of FI clamps made out of 30x5 MS flat & nuts, bolts & washer including painting to clamp with two coats of aluminium silver paint over a coat of primer after taking down old u/s one complete all as specified and directed by Engineer-in-Charge. \nMake of fitting Bajaj Cat Pt No BRLEP 25 W LED or equivallent in Crompton/Havells. | 2 | Each | |
139 | 139 | M&L for Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead of GI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire.galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade with funnel and wire mesh, PCC chamber in cement concrete (1:2:4) type B-1 and CI cover with frame all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009 complete all as specified and as directed by Engineer-in-charge.. \nNotes :- (i) 20 mm dia GI pipe for watering to be provided with a socket and plug and should be 10 cms above ground level. (ii) Outer edge of earth pit will be 1 metre away from the outer edge of PCC chamber. (ii) GI wire upto DBs earth connection is included in this item. (iii) Water pipe shall be provided in slanting position. | 2 | Each | |
140 | 140 | Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ |
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