Military Engineer Services Tender
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Costs
EMD
₹ 93,620Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MES_676965_1Tender No
GE(N)/AMB-36/2024-25Tender Authority
Military Engineer Services ViewPurchaser Address
-Website
http://http://mes.gov.in/
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Documents
BOQ Items
M&L preparation of new steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and as directed by the Engineer-in-Charge.
211
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Dismantling of plain or corrugated AC sheet of any thickness incl Nainital or similar pattern coverings, including wind ties complete all as specified and as directed by the Engineer-in-Charge.
462
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-
S & F Pre-painted galvalume aluminum zinc coating GI based corrugated manglore tile steel sheet 0.50mm thick,having Zinc coating 150 gm per sqm (Az-150) of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.
559
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-
S & F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa, having Zinc coating 150 gm per sqm (Az-150) as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed by the Engineer-in-Charge.
61
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-
Dismantling wall and ceiling boards (fibre, pulp, insulation etc.) or insulation boards/slabs/blankets, any thickness including cover fillets and false ceiling frame work of any size/ description complete all as specified and as directed by the Engineer-in-Charge.
186
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-
Supply and fix GI Metal powder coated lay in or linear ceiling system at all heights of perforated with fleece 600x600x0.5mm TEGULAR EDGE TILES in global colour powder coated with 60-70 Micron front coating laid on 24mm wide Tee grid – strong section flanges colour white having stitching on the Main Runner, 600 mm and 600 mm Cross Tees with web height of 26mm. The tiles should have Humidity Resistance (RH) of 100%, with Light Reflection of 62%. The main runner spaced at 600 mm max (centre to centre) securely fixed to the structural soffit. Hangers (GI wire of 4 mm dia) to be fixed by approved roof plug, level adjusters and screws etc at 600x600 intervals. The First/Last suspension system at the end of each main runner should not be greater than 450mm from the adjacent wall. Flush fitting 600mm long cross tees to be interlocked between main runners to form 600 x 600 mm with grid module (24X38X0.3mm). Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 600 mm cross tees. Perimeter trim to be wall angles of size 3000x22x22mm, secured to walls at 450mm max (centre to centre), including PVC clips to hold the ceiling tile complete, all as specified and as directed.
186
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-
Dismantling of brick work built in cement mortar or cement lime mortar including all quoins, arches, pillar etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and as directed by the Engr-in-charge.
32.3
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-
M&L brick work with sub class 'B' old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
78.3
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-
All as per serial item No. 11 here in befor but except bricks (old serviceable bricks obtained from serial item No 10 above, rates including removing motar, cleaning the bricks with water shall be used), complete all as specified and as directed by the Engineer-in-Charge.
3.5
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Taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key scrubbing down with water etc complete, all as specified and as directed.
458.2
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-
Material and labour for rendering 10 mm thick on any faces of brick work or concrete wall surfaces in cement mortar 1:6 and finished even and smooth without using extra cement, complete, all as specified and as directed.
431.89
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M&L rough cast plaster 15 mm thick in cement motar 1:4 complete as specified in SSR Part–I, clause 14.22 shall consisting of following:– firstly apply under coat in cement mortar 1:4 not less than 10 mm thick and while still it is in plastic state the rough cast mixture consisting of crushed stone or fine gravel agg. which is generally of size between 6 to 12 mm depending on texture required mixed with coarse sand and cement in the ratio 1:1:1 shall be applied, complete, all as specified and as directed.
92
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-
Supply only water proofing compound complete all as specified and as directed by the Engineer-in-Charge.
82.04
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-
M&L for preparation of new plastered /concrete surface of wall applying of two coats of cement base paint over a coat of primer complete, all as specified and as directed.
137
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-
M&L for preparation of new plaster surface on walls and applying two coats of oil bound distemper over a coat of alkali resistant primer complete, all as specified and as directed.
346
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-
M&L preparation of old/new plastered/ unplastered surfaces of walls and applying 02 mm thick wall care putty white cement based in two or more coats to achive smooth surface, complete, all as specified and as directed by the Engineer-in-Charge.
876
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-
M & L complete removal of existing treatment on walls (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of cement base paint up to height of double story building, complete, all as specified and as directed by the Engineer-in-Charge.
40
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-
M & L complete removal of existing treatment on walls (any number of layers) by scrapping with steel scrappers or any other means, wasing down with water to remove loose particles etc and applying two coats of oil bound distemper with painting roller over a coat of alkali resistant primer up to height of double story building, complete all as specified and as directed by the Engineer-in-Charge.
122
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-
Taking down chowkats or frames with shutter area not exceeding 1.50 Square metre (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engr-in-charge.
5
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Taking down chowkats or frames with shutter area exceeding 1.50 Square metre and not exceeding 4.00 Square metre (without taking off shutters from the frames) and removing from site, including cutting holes for taking out existing hold fasts and making good the disturbed portion of jambs and adjoining surfaces to match with existing finish complete all as specified and as directed by the Engr-in-charge.
3
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-
M&L rolled mild steel framed work as in chowkats of door or gates of angle or other section with gusset plates, rails braces etc. complete. drilled for fixing for steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges and hanging ,door fitting (exclusive of steel sheeting or other covering, running rails and guides) also fastening and fixing conforming to Fe–410–W (Grade E–250) quality 'A' , complete, all as specified and as directed.
157
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-
S&F factory made flush shutters 30 mm thick, solid core construction, with block board core and ply wood face panels, commercial type on both sides complete all as specified and as directed by the Engr–in–charge.
7.5
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Supply and fixing factory made 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 size of members of shutters as specified in SSR Part–I, Section–8, clause 8.24 (a) (wood shall be kiln seasoned and chemically pressure treated) complete all as specified and as directed by the Engineer–in–Charge.
3.8
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S&F double shutter steel window box type ERW hollow P section comprising of glazed/gauged skeleton shutter fabricated from following sections :-
(a) ERW hollow P section frame of size 60 mm x25 mm made from 1.25 mm thick MS sheet (02 Nos i.e. 01 for glazed shutter and 01 for gauzed shutter ). Both P section shall be welded with flat iron 25x03 mm thick all around of frame on both inner and outer faces . (b) Style and rails of window shutters shall be fabricated with ERW hollow P section of size 50 mm x25 mm made from 1.00 mm thick MS sheet and comprising of 02 Nos sash bars for glazed window leaf of T – section 20 x 03 mm thick and one No sash bar of 20 mm x 3 mm thick section for gauzed winodw leaf .
(c) Vertical mullion shall be ERW hollow T -section of size 60 x 25 mm made from 1.25 mm thick MS sheet (d) The above steel window shall be deemed to include the following accessories/ fittings : i) Hold fast 150mm long mild steel flat iron 12x3 mm thick made to shape- 04 Nos per window ii) Handle of Z section 20mmx25mm, 100mm long – 01 No per leaf.
iii) MS tower bolt stove enamelled 150mm long- 2 Nos per leaf. iv) Z section 20mmx25mm, 100mm long stopper – 01 No per leaf. (v) Cleat 55 mm long of solid square 15x20x.63mm square - 01 No per leaf (vi) Pintal hinges 12 x 75 mm - 2 Nos each leaf (vii) 10mm square Guard bar @ 10 cm c/c welded to frame .
(viii) Two coat of Synthetic enamel paint over one coat of red oxide primer.
(ix) 0.36mm nominal dia of stainless steel wire mesh and average width of aperture of 1.40mm fixed in gauzed skelton shutter of window with flat iron 15 x 03 mm with steel screws .
(x) 3mm thick sheet glass, ordinary quality and with oil putty in square n. exc 0.5 sqm in each pane fixed in glass shutter of window.
(xi) Fabrication and fixing arrangements as per specification including cutting holes and making good dismantled portion in PCC 1:2:4 type B-1 /cement plaster 1:4 as require and make finish good to the existing surface complete all as specified and directed.
Notes : (i) For the purpose of measurement and payment double shutter both glazed and gauzed with frames shall be considered as one unit.
(ii) Unit rate quoted against this item shall also include the iron mongery, grill and other accessoriries as mentioned above.
(iii) The window upto 1.00 metre width shall consists of two leaves both for gauzed shutter and glazed shutter and all the shutters are openable. The window more than 1.00 metre width shall have two openable leaves on both outer side for gauzed shutter and glazed shutter and middle leaf/shutter shall be fixed type.
5
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S&F box type using ERW hollow 'P' section of size 60 x 25mm made from 1.25 mm thick MS sheet ventilators fixed type with glazing bar including MS grills of square bar 10mm dia @ 100 c/c complete with glazing bars dovetailed or welded, including two coat of synthetic enamel ordinary tint paint over a coat of red oxide primer complete all as specified and as directed by the Engineer-in-Charge.
1
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-
M & L PCC 1:3:6 type C1 using 20mm graded crushed stone aggregate as in holdfasts etc., complete all as specified and as directed by the Engineer-in-Charge.
0.5
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S & F stainless steel butt hinges 100mm long medium weight complete all as specified and as directed by the Engineer-in-Charge.
18
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-
S&F 200 mm long aluminium anodised barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.
12
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S&F 150 mm long aluminium handle fabricated type anodised complete all as specified and as directed by the Engineer-in-Charge.
12
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-
Supply and fixing 300mm long aluminum alloy, anodized sliding bolts with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast aluminum alloys to door shutter , complete, all as specified and as directed.
3
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-
Supply and fixing stainless steel wire cloths 0.36 mm nominal dia of wire and average width of aperature 1.40 mm and fixed with stainless steel wire staple complete all as specified and as directed by the Engineer-in-Charge.
2.66
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-
S&F mild steel 150 mm ordinary rat tail rod pattern springs including roller and roller plate etc complete all as specified and as directed by the Engineer-in-Charge.
2
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-
S & F floor door stopper of aluminium alloy body and tongue, anodised, with hard drawn steel spring, Overall length of cover plate 140mm complete all as specified and as directed by the Engineer-in-Charge
2
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-
S & F stainless steel curtain rod 25mm dia having wall thickness 1.00mm with and including stainless steel decorative brackets, two lotto for each rod length at both end etc fixed with stainless steel screws as in repair complete all as specified and as directed by the Engineer-in-Charge.
4
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-
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing servicable tiles to store and rubbish off the premises complete all as specified and as directed by the Engineer-in-Charge.
191
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-
M&L Non Skid coloured ceramic tiles joint free premium/1st quality 7 to 8 mm thick, (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and inculding 15mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engineer-in-Charge.
101
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-
M&L Non Skid coloured ceramic tiles joint free premium/1st quality of same description as of floor tiles in serial item No 39 above but 100mm to 150mm height as in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick / concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
10
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-
Demolition of cement concrete (un-reinforced) in ground floors and pavings n exe 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.
17.1
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-
M & L PCC 1:4:8 Type D-2 using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete all as specified and as directed by the Engineer-in-Charge.
28.7
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-
M & L 25 mm thick PCC (1:2:4), type B0 as in sub base of floor (using 12.50mm graded crushed stone aggregate), finished even & fair without using extra cement complete all as specified and as directed by the Engr-in-charge.
261
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-
M & L providing 75 mm thick cement concrete (1:3:6), type C-2, using 40mm graded crushed stone aggregates as in plinth protection laid in alternate bays (not exc 2 Sqm each ) and finished even and smooth without using extra cement and providing joints throughout the thickness of the plinth protection filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight including form work complete all as specified and as directed by the Engineer-in-Charge.
25
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-
M & L 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 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 directed
47
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-
M & L providing cement concrete (1:2:4), type B1, using 20mm graded stone aggregate as in roof kerbs, mud stops, padding, coping (for interlocking tile fixing) levelling course and finished even and smooth without using extra cement, including form work where ever required, complete all as specified and as directed by the Engineer-in-Charge.
145.25
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M & L providing cement concrete (1:2:4), Type B1, using 20mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.
0.13
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-
M&L TMT steel bars 10mm dia and over cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
750
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-
M&L TMT steel bars 5mm dia and over up to and including 10mm dia in stirrups, spacers etc, cut to length, bent to shape reqd incl cranking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge.
516
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-
Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed by the Engineer–in–Charge.
32
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-
Surface excavation not exceeding 30cm deep and averaging 15 cm deep, getting out in soft/loose soil complete all as specified and as directed by the Engineer–in–Charge.
160
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-
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each layer complete all as specified and as directed by the Engineer–in–Charge.
8
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-
Removing surplus excavated material to a distance n. exc 50m and depositing where directed complete all as specified and as directed by the Engineer–in–Charge.
24
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-
Material and labour for broken stone or boulder hard core of gauge n. exc 63mm, deposited, spread and leveled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer–in–Charge.
24
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-
Material and labour for providing reinforced cement concrete (design mix) M–25 (using 20mm graded mechanically crushed stone aggregate) in beams, cantilevers, lintels over 1.50m span, complete all as specified and directed by the Engineer–in–Charge.
1.2
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M & L formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressum-mers, lintels, cantilevers, shelves including supports overhangs etc, also splays between floors and beams, etc., work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engineer-in-Charge.
28.5
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Material and labour for providing reinforced cement concrete (design mix) M–25 (using 20mm graded mechanically crushed stone aggregate) in slabs supported on walls, beams and columns in floors, roof, landings, balconies, deck slabs and in shelves and the like complete all as specified and directed by the Engineer–in–Charge.
5.4
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Formwork to soffits of suspended slabs such roof slab, floor slabs, landings and similar work not exceeding 20 cm thick (horizontal or sloping) flat for rough finished surfaces of concrete, complete all as specified and as directed by the Engineer–in–Charge.
12
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-
Material and labour rendering 15 mm thick on any faces of brick work or concrete wall surfaces in cement mortar (1:4) and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer–in–Charge.
120
-
-
Material and labour rendering 05 mm thick on any faces of brick work or concrete ceiling surfaces in cement mortar (1:4) and finished even and smooth without using extra cement complete all as specified and as directed by the Engineer–in–Charge.
165
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-
M&L preparation of new plastered/ unplastered surfaces of brick/concrete wall and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.
160.89
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-
M&L preparation of new plastered/ unplastered surfaces of brick/concrete ceiling and applying three coats of white lime wash complete all as specified and as directed by the Engineer-in-Charge.
165
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-
M&L 100 mm thick PCC (1:3:6), Type D–2, using 40mm graded crushed stone aggregate as in sub base of floor/ hard standing etc and finished even and fair without using extra cement complete, all as specified and as directed.
160
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-
Excavating in post holes (or similar holes) in soft/loose soil each not exceeding 0.5 Cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm thick ,watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed by the Engineer-in-Charge.
14
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-
M&L PCC 1:3:6 Type C–2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and as directed by the Engineer–in–Charge.
3.02
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-
S&F rolled mild steel work in joist, channel, angle, or tee sections, fixed independently, without connecting plates etc., cut to within 20mm of the length indicated, quality confirming to GDE Fe–410–W complete all as specified and as directed by the Engineer–in–Charge. (Note: Manufacturer Test Certificate have to be submitted before start /execution of work).
780
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-
Taking up or down 15mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer–in–Charge.
46
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-
M&L galvanised iron tubing 15 mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors as in repair complete, all as specified and as directed.
42
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-
All as per serial item No. 68 here in befor but except GI pipe, old serviceable GI tubing should be obtained from serial item No 67 here in before the rates including and cleaning above, complete all as specified and as directed by the Engineer-in-Charge.
10
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-
Taking up or down 20mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and as directed by the Engineer–in–Charge.
45
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-
M&L galvanised iron tubing 20mm bore medium grade with all fittings and fixed complete to walls and ceilings or laid in floors as in repair complete, all as specified and as directed.
60
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-
All as per serial item No. 71 here in befor but except GI pipe, old serviceable GI tubing should be obtained from serial item No 70 here in before the rates including and cleaning above, complete all as specified and as directed by the Engineer-in-Charge.
5
-
-
S&F bib taps 15mm bore fancy type brass chromium plated with long body, wall flanges and capstan head, screwed down, screwed for iron pipe or for brass ferrule and fixed as in repair , complete, all as specified and as directed.
1
-
-
S&F 150mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floor or fixed to wall , complete, all as specified and as directed.
40
-
-
S&F 150mm bore PVC (SWR) bends of any radius , complete, all as specified and as directed.
2
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-
M&L concrete bed to drain pipes of 150mm bore, including packing under and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C–2 using 40mm graded crushed stone aggregate complete all as specified and as directed by the Engineer–in–Charge
38
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-
Supply and fixing water storage tank, 1000 litre capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm bore high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore, complete all as specified and as directed by the Engineer-in-Charge.
2
-
-
S&F 20 mm bore Gun–metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe as in repair , complete, all as specified and as directed.
1
-
-
Demolition of mud in roofs, any thickness, including plastering and leeping (whethere full thickness removed or only a part thereof) including emoving old tar felt, all loose dirt, cement plaster, cleaning the concrete surface including removal & cleaning of vegetation, fungus, moss, small trees etc from the roof top with wire brush, removing the strips of lightening conductor including refixing the same after repair work complete all as specified and directed by EIC
95.5
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-
Material & Labour for providing and laying 3mm thick APP (atactic polypropylene polymer) modified prefabricated five layer weight not less than 3.60 kg /Sqm water proofing membrane black finish reinforced with non woven polyster matt and consisting of a coat bituminous primer @ 0.40 litre /Sqm by the same membrane manufactures of density 0.87 to 0.89 kg/ltr at 25 degree centegrate temperature and viscosity 70–160 cps over the primer coat with overlap of 100mm at the side and 150mm at the end, the layer membrane shall be laid using butane gas torch and sealing all joints etc. after preparing the surface complete as per standred practice as per manufacture's instructions. The vital physical and chemical parameters of the membrane shell be under :–
(i) Joint strength in longitudinal and transverse direction at 23 degree centegrate at 650/ 450 N /5 cms
(ii) Tear strength in longitudinal and transverse direction at 300/250N/5 cms. Softing point of membrane not less then 150 degree centegrate when tested in accordance with ASTM (d–5147)
(iii) The laying of membrane shell be got down through the authorised applicator of manufactures of membrane only , complete, all as specified and as directed.
(iv) The work shall be carriout at a height upto 12 metre.
1910
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-
M & L applying a coat of solar reflective aluminium paint @ 0.11 kg per sqm on APP membrane surfaces complete all as specified and as directed by the Engineer-in-Charge.
191
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-
Dismantling Brick tiles or terracing tiles, single layer on roofs complete all as specified and as directed by the Engineer-in-Charge.
1719
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-
M & L cement concrete tiles 30 cm x 30cm x 20 mm thick, machine pressed laid on screed bed and joints grouted flush in CM (1:3) mixed with 5% crude oil by weight of cement including screed bed 15 mm thick in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
1719
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-
M & L cutting grooves in brick wall, 75mm wide and 65mm deep and shaping horizontal face of groove with cement mortar 1:3 ,complete all as specified and as directed.
260
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-
Disconnecting existing water tanks of capacity exc. 500 ltr and not exc. 1000 ltrs setting aside (or lowering if required) & cleaning and removing all scale and dirt etc from PVC/RCC tanks and mouths of circulating pipe & writing date on cleaning on the tank with synthetic enamel paint not less than 200mm long and 20mm wide of words, complete, all as specified and as directed by the Engineer-in-Charge. NOTE :- (i) The unit rate shall be included cost of small fittings such as elbow, socket, reducer, tee, union, etc. (ii) The whole process of reconnecting and refixing in same position after cleaning/after carrying out water proofing treatment shall be done on the same day to ensure uninterrupted water supply to the occupant, if failing so, Rs. 200/– shall be deducted for each tank per day from the contractor due.
4
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-
M & L rendering 15 mm thick on brick work or concrete wall surfaces in cement mortar 1:4 including mixing water proofing compound @ 2% by weight of cement or as per manufacturer's instruction and finished fair and even without using extra cement complete all as specified and as directed by the Engineer-in-Charge. ( Note- The cost of providing WPC shall be included in quoted rate under this item )
350
-
-
M&L for preparation of new plastered /undecorated surfaces of walls, pillers, cornices etc by scrapping down smoke soot, moulds, moss, efflorescent salts, trading oil and greasy spots and scrapped surface area to obtain smooth finishing as required and 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, of required shade and colour complete, as per manufacturer's specification and using roller brush, complete all as specified and directed by Engineer–in–Charge
350
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-
M&L for preparation of old decorated surfaces of walls, pillers, cornices etc by scrapping down smoke soot, moulds, moss, efflorescent salts, trading oil and greasy spots and scrapped surface area to obtain smooth finishing as required and 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, of required shade and colour complete, as per manufacturer's specification and using roller brush, complete all as specified and directed by Engineer–in–Charge
1100
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Disconnecting existing water tanks of capacity exc. 250 ltr and not exc. 500 ltrs setting aside (or lowering if required) & cleaning and removing all scale and dirt etc from PVC/RCC tanks and mouths of circulating pipe & writing date on cleaning on the tank with synthetic enamel paint not less than 200mm long and 20mm wide of words, complete, all as specified and as directed by the Engineer-in-Charge. NOTE :- (i) The unit rate shall be included cost of small fittings such as elbow, socket, reducer, tee, union, etc. (ii) The whole process of reconnecting and refixing in same position after cleaning/after carrying out water proofing treatment shall be done on the same day to ensure uninterrupted water supply to the occupant, if failing so, Rs. 200/– shall be deducted for each tank per day from the contractor due.
2
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-
Supply and fixing as in repair, water storage tank, 500 ltr capacity, HDPE triple layer, white colour, conforming to IS, fixed and hoisted in position on staging or roof complete with locking arrangement including over flow pipe, air lock pipe, brass valve 20 mm dia high pressure with polythene float and flynut, screwed and suitable for iron pipe 20 mm bore and including 20mm bore tank nipple & one 20mm GI union at outlet and including dismantling of water tanks and removing from site all as specified in SSR Part–I complete, all as specified and as directed.
4
-
-
S&F as in repair 20 mm bore Gun–metal, globe or gate valves with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed by the Engineer–in–Charge.
12
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-
S&F as in repair, 20 mm dia ball brass valves, high pressure, with polythene float and fly nut complete, screwed for iron pipe or brass ferrule complete all as specified and as directed by the Engineer–in–Charge.
2
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-
Dismantling structural steel work including doors, gates, grills and stiffener for securing chain link fencing including nuts, bolts etc but excluding framed trusses etc complete all as specified and as directed by the Engineer-in-Charge.
6.5
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-
M&L for cutting holes in brick/concrete walls depth exc. half brick but not exc. one brick of embedded portion of steel member /holdfasts or lugs measured from the face of the wall into the wall in cement or cement lime mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B–1 as required complete all as specified and directed by Engr–in–Charge
12
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-
Cutting chases to brick wall built in cement mortar, pinning in making good to facing where required and pointing in CM 1:3 to edges of landing , steps , cills , sunshades, shelves , lintel etc. and cutting chases for concealed water tubing etc and making good cutting not exc 10 cm girth complete all as specified and as directed by the Engineer-in-Charge.
14
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-
Roughening concrete surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. and brushing neat cement slurry with 3.00kg of cement per sqm complete all as specified and directed.
80
-
-
Material and labour for vitrified ceramic double charged light shade tiles, premium quality, (square/rectangular), 10mm thick, area of each tile exceeding 0.42 sqm and not exc 1.00 sqm as in floor, set and jointed in neat cement slurry and pointed in coloured cement to match the surface over and including screed bed or bedding layer 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and as directed by the Engineer-in-Charge.
80
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-
Material and labour for glazed ceramic coloured tiles joint free premium/1st quality in vertical surfaces/skirtings/dados of size 300x600 x7-8mm thick, set and jointed in neat cement slurry and pointed in white or coloured cement mixed with pigment to match over and including 10mm thick rendering on fair faces of brick /concrete surfaces in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.
60
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-
Taking down wooden trusses, coupled rafters or trussed beams having clear span above 4mtr and up to 8 mtrs complete all as specified and as directed by the Engineer–in–Charge.
4
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-
Supply and fixing for heavy duty tiles (coloured), good grip series, size 300 mm x 300 mm x 15 mm thick, pattern as approved by Engineer–in–Charge, set, jointed and pointed in neat cement slurry @ 3.00 kg/square metre, laid over and including 20 mm thick (average thickness) cement mortor (1:4) bed complete all as specified and directed by the Engineer–in–Charge. (Note: Design/pattern shall be as approved by GE before execution of work)
80
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-
Dismantling or removing of 3 seater RCC bench securely by manually cutting of pcc floor with chisel and hammer and fixing the same within 20 mtr distance in PCC 1:3:6 type C–1 (using 20mm graded crushed stone aggregates) complete all as specified and directed by the Engineer–in–Charge.
5
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-
Taking down and refixing in same opening chowkhats or frames with shutters (without taking off shutters from the frames) exc 1.00 sqm but not exc 2.00 Sqm each complete all as specified and as directed by the Engineer–in–Charge.
1
-
-
M & L for 162 mm thick factory made pre-painted strong room door without grill door made with 10 mm thick MS Sheet of outer size 2128x1220 mm and inner clear opening 1953 x 910 mm fixed on two nos heavy duty hinges with ball bearing for free moment of weight 860 kg with 38 mm dia 12 nos shooting bolts to lock door shall consist of dual key auto revesible lock of 10 levers ,un-pickable ,dounle bitted key mechanical lock 2 units oxy acetylene ,arc,drill & hammer resistant protection for various barrier material for protecting against fire and burglary attacks complete all as specified and as directed by engr-in-charge.(Make :Godrej class'C')
1
-
-
Schedule 'A' Part-II (E/M items)
Taking down carefully copper/aluminium point wiring (light, fan, socket or power) complete including all fittings and fixtures such as switches, pendant, lamp holder, regulators, socket outlet, etc and removing unserviceable materials from site of work and making good disturbed surfaces of walls, floors with cement mortar and white/colour wash to match with existing surfaces etc. complete all as specified and as directed by the Engineer-in-Charge.
23
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-
Material and labour for point wiring with 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor drawn through and including medium grade, ISI marked, PVC conduit not less than 20 mm dia with accessories, concealed on wall/ceiling surfaces and including provision of 1.50 Sqmm single core PVC insulated , unsheathed cable FRLS-H, 1100 volt grade, ISI marked with multi stranded copper conductor green colour as earth continuity conductor and connected to common earth dolly with suitable size of lugs, including mild steel sunken box or pressed steel terminal boxes modular type of size/modules as required at site with earth dolly (boxes shall be galvanised or painted with two coats of anti corrosive paint over a coat of red oxide primer both internally and externally) including provision of new covered plate over sunken box for housing the modular switches , modular socket outlets,modular fan regulators etc. for one light/fan/exhaust fan/bell point controlled by one way switch, complete all as specified and as directed by Engineer-in-Charge. Note :- a) .All chases will be cut by chase cutter only b) Switch, socket outlet and fan regulators to be measured and paid for separately .
13
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-
Description all as per serial item No.105 here-in-before but for One 3 pin, 6 Amps, socket outlet controlled by one switch on independent board, complete all as specified and as directed by Engineer-in-Charge.
5
-
-
Description all as per serial item No.105 here-in-before but for One 3 pin 6 Amps socket outlet controlled by one switch on same board, complete all as specified and as directed by Engineer-in-Charge.
3
-
-
Description all as per serial item No.105 here-in-before but for one socket outlet 16 Amp with 2.50 sq mm PVC insulated, unsheathed cable FRLS-H, 1100 volt grade ISI marked with multi stranded copper conductor along with 2.50 sqmm PVC insulated , unsheathed cable green colour FRLS-H, 1100 volt grade, ISI marked with multi stranded copper wire as earth continuity conductor connected to common earth dolly complete all as specified and as directed by the Engineer-in-Charge.
2
-
-
Supply and fixing of modular switch 1 module, single pole, one way 6 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
21
-
-
Supply and fixing of modular switch 1 module, single pole, one way 16 Amps flush type, 230 volts complete all as specified and as directed by Engineer-in-Charge.
2
-
-
Supply and fixing of modular socket outlet 2/3 pin combined, 6 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.
8
-
-
Supply and fixing of modular socket outlet pin combined, (6pin), 6/16 Amp, one way, two module, 230 volts complete all as specified and as directed by Engineer-in-Charge.
2
-
-
Supply and fixing as in repair electronic Fan regulator modular 100 watt, 1 module, 230 volts , 50 Hz, AC supply suitable for ceiling fan any type/make/sweep complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
Supply and fixing ceiling rose surface type 2/3 terminal polycarbonate, isolated body complete all as specified and as directed by the Engineer-in-Charge.
13
-
-
Supply and fixing in repair LED batten fitting 18-20 watt, 4 feet, aluminium housing with electronic driver cool/warm type industrial model complete, connecting with copper conductor flexible cable from ceiling rose to connector of the light complete all as specified and as directed by the Engineer-in-Charge. Cat part No. LUMILINEPLUSNEOBS20WLED830SPCSSIND of make Havells or equivalent in make given in Appx 'B'.
6
-
-
Supply and fixing LED flat panel 2' x 2' size fully difused surface/ recess mounted fitting (grid/ gypsum type) 36-40 watt , 5700K, warm/cool white with powder coating and CRCA front cover including frame with provision of PVC flexible copper conductor cable from ceiling rose to light fitting as in repair complete all as specified and as directed by the Engr-in-charge. Cat part No.VENUSNEO2X2PLR36WLED857G2 of make Havells or equivalent in make given in Appx 'B'.
2
-
-
Supply and fixing in repair, LED surface mounted bulk head luminaries 8-10 watt with min 800 lumen, industrial model, IP 65, aluminium housing, surge protection including driver and LED lamp, etc. complete with all accessories, connecting with copper conductor flexible cable from ceiling rose to connector of the light complete all as specified and as directed by the Engineer-in-Charge. Cat part No. HEXAFT10WLED857SSYMBOPC of make Havells or equivalent in Wipro/Philips/Crompton/Bajaj.
1
-
-
Supply and fix sheet metal MCB DB SPN 8 way with 200 Amps rated bus bar single pole and neutral with double door IP-54 fixed on wall duly grouted in solid block wall or on wooden board in and including copper lugs/thimbles duly crimped for connection, including making smooth the disturbed surfaces including removing old unserviceable enclosure complete all as specified and as directed by the Engr-in-charge. Cat part No.811825 of make Indo Asian or equivalent in make given in Appx 'B'.
1
-
-
Supply and fix MCB SP, 6-32 Amps, 240 volt,10 KA , 'B' curve as per site requirement including removing old unserviceable MCB complete all as specified and as directed by the Engineer-in-Charge.
5
-
-
Supply and fix MCB SPN 32 Amps, 240 volt,10 KA , 'B' curve as per site requirement including removing old unserviceable MCB complete all as specified and as directed by the Engineer-in-Charge.
1
-
-
Taking down and refixing only ceiling fan after cleaning in any model/size etc and making all connection using three core copper conductor flexible cable in size 1.5 sqmm including drawn through PVC flexible conduit pipe from ceiling rose to fan connector complete all as specified and directed.
4
-
-
Material & labour for earthing complete with galvanised steel earth plate electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25m deep below the ground level) with top edge of the plate not less than 1.5mtr below the normal ground level connected to galvanised earth strip 25 x 3mm thick by means of bolts, nuts, check nuts and washers of galvanised iron.Earth strip protected by GI pipe 32mm bore(medium grade) and connected to earthing test point as directed and as specified and shown in electrical plate No. 3 of SSR Part I (2009) including necessary concrete pit in PCC (1:3:6) type C1, pre-cast RCC (1:2:4) type B1 cover slab 40 cm x 40cm x 5cm reinforced with 8mm dia TMT bars @ 15cm c/c both ways with one handle for lifting made out of 8mm dia bar, funnel, wire mesh, 20mm dia GI pipe medium grade for watering, charcoal or coke and salt in alternate layers including necessary excavation and earth work in any type of soil and testing as in repair complete all as directed by Engineer-in-Charge and earth testing on completion .
1
-
-
Supply and laying XLPE insulated, armoured heavy duty electric cable 16 sqmm cross sectional area, 2 core with aluminium conductor, 1100 volts grade as in repair complete all as specified and as directed by Engineer-in-Charge.
35
-
-
S&F light grade GI Tubing of size 32mm dia for cable protection and fixed with clamp to pole and wall with nut, bolts, washers or in trenches as in repair complete all as specified and as directed by Engineer-in-Charge
5
-
-
M&L dry sand cushoning to cable i.e 8 cm before laying cable in trenches and 15 cm after laying the cable and compacting complete all as specified and as directed by Engineer-in-Charge. Note: punned thickness shall be measured for payment.
1.62
-
-
Supply and laying well burnt brick class-B laid flat to cover the cable with width equal to the length of cable and abutting each other for protection of cable complete all as specified and as directed by Engineer-in-Charge.
0.15
-
-
Note:- Amount of credit of Rs. 1,32,117.50 for retrieved materials is mentioned in Schedule of Credit Page No.126 to 127 of tender documents in pdf form which will be deducted offline while acceptance of tender.
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