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Repairs To Ac Sheets , Roof Treatment , False Ceiling , Joinery , Plumbing , Flooring And Certain Br Works At Various Buildings Of Changsari Military Station Under Ge Rangia, CHANGSARI-Assam

Military Engineer Services-MES has published Repairs To Ac Sheets , Roof Treatment , False Ceiling , Joinery , Plumbing , Flooring And Certain Br Works At Various Buildings Of Changsari Military Station Under Ge Rangia. Submission Date for this Tender is 07-10-2020. Shed Construction Tenders in CHANGSARI Assam. Bidders can get complete Tender details and download the document.




Tender Notice

25473914
Repairs To Ac Sheets , Roof Treatment , False Ceiling , Joinery , Plumbing , Flooring And Certain Br Works At Various Buildings Of Changsari Military Station Under Ge Rangia
Open Tender
Indian
Assam
CHANGSARI
07-10-2020

Tender Details

Repairs To Ac Sheets , Roof Treatment , False Ceiling , Joinery , Plumbing , Flooring And Certain Br Works At Various Buildings Of Changsari Military Station Under Ge Rangia

Key Value

Document Fees
INR 500 /-
EMD
INR 60000.0 /-
Tender Value
INR 30 Lakhs /-

BOQ Items

Name of Work : REPAIRS TO AC SHEETS, ROOF TREATMENT, FALSE CEILING, JOINERY, PLUMBING, FLOORING AND CERTAIN BR WORKS AT VARIOUS BUILDINGS OF CHANGSARI MILITARY STATION UNDER GE RANGIA
Sl. No. Item Description Item Code / Make Quantity Unit
1 1 Taking down chowkhats including shutterrs (without taking off shutters from the frame) not exc 1.5 sqm each complete all as per specified and as directed by Engineer-in-charge. 20 Each
2 2 S&F 35 mm thick second class hardwood kiln seasoned and chemically pressure treated plain framed panelled shutter (Two panel) with lock rail and panel of 10 mm bison panel complete all as specified and as directed by Engineer-in-charge. 56 Sqm
3 3 S&F PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. square tube complete all as per specified and as directed by Engineer-in-charge. 92 RM
4 4 S&F in repairs 40 mm bore dia of discharge pipe waste coupling of PTMT (60 gm weight) (half or full threaded), complete all as per specified and as directed by Engineer-in-charge. 10 Each
5 5 S&F in repairs 32 mm bore dia of discharge pipe waste coupling of PTMT (45 gm weight) (half or full threaded), complete all as per specified and as directed by Engineer-in-charge. 10 Each
6 6 Taking down shutters of any description not exc. 1 sqm each, complete all as specified and as directed by Engineer-in-charge. 80 Per\nLeaf
7 7 Taking down shutter of any description exc. 1 Sqm but not exc. 2 Sqm each complete all as per specified and as directed by Engineer-in-charge. 50 Per\nLeaf
8 8 M&L 35 mm thick second class hardwood glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc (without sash bar) edges of framing plain, chamfered or rounded fitted with cut and mitred beads for securing glass etc sizes of member (Bottom 250mm, stiles 100mm, top 120mm & lock rail 160mm wide) as specified in SSR part I section & clause 8.24 (a) complete all as specified and as directed by Engineer-in-charge. 60 Sqm
9 9 S&F 30 mm thick 2nd class hard wood glazed and skeleton shutters open rebated and prepared to receive glass gauge etc. divided into squares with plain chamfered or rounded, rebated sash bars, sizes of the members of the shutters complete all as per specified and as directed by Engineer-in-charge. 40 Sqm
10 10 S&F Factory made solid panel pvc door shutter 30mm thick (style) consisting of frame made out of M.S.tubes for top & bottom rails M.S.frame shall be covered with heat moulded plain colour PVC "C" channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S.frame welded/sealed to the stiles & rails with suitable PVC sheet beading, and joined to gether with solvent cement, suppling & fixing in the frame at site complete all as per specified and as directed by Engineer-in-charge. 30 Sqm
11 11 S&F 35 mm thick Flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides, complete all as per specified and as directed by Engineer-in-charge. 10 Sqm
12 12 S&F anodised aluminium door using 96.6mm X 44.8 mm X 1.5 mm aluminium chowkhats, 84.0 x 44.7mm X 1.5mm section vertical styles and 101. 60 X 44.88 X 1.5mm rails mounted 04 Nos SS butt hinges 100 mm for each shutter with hydraulic door closer, mortice lock six lever vertical type mild steel 100 mm size (Make Godrej/Harrison/link) 02 Nos tower bolt 150 mm , sliding bolt 300 mm long 01 No, 200 mm 2 Nos door handles and fittings complete all as specified and directed by Engr-in-Charge bottom panel and top panel fixed with snap beading rubber of suitable size including taking down old unserviceable one complete all as per specified and as directed by Engineer-in-charge. 10 Sqm
13 13 S&F for anodised Aluminium sliding window and ventiletor frame made up 62 mm /29.5 mm 1.5 mm thick aluminium section & shutter made up of 38 mm / 20 mm/1.5 mm thick without sash bar alum section including all necessary joining cleats,hold fast, rubber gasket anodised snap beading, anodised alumn fittings, suitable aluminium handle and locking arrangment etc. including taking down old unserviceable one complete all as per specified and as directed by Engineer-in-charge. 6 Sqm
14 14 S&F mild steel medium weight cold rolled butt hinges 100 mm long complete all as per specified and as directed by Engineer-in-charge. 90 Each
15 15 S&F mild steel medium weight cold rolled butt hinges 75 mm long complete all as per specified and as directed by Engineer-in-charge. 40 Each
16 16 S&F aluminium anodised, barrel tower bolt of extruded section 150 mm long complete all as per specified and as directed by Engineer-in-charge. 60 Each
17 17 S&F aluminium anodised, barrel tower bolt of extruded section 100 mm long complete all as per specified and as directed by Engineer-in-charge. 40 Each
18 18 S&F 100 mm long extruded Aluminium alloy anodised Butt hinges with galvanized mild steel hinge pin type C-21, complete all as per specified and as directed by Engineer-in-charge. 30 Each
19 19 S & F 150 mm long Extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge. 60 Each
20 20 S & F 100 mm long Extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge. 40 Each
21 21 S&F 300mm Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as per specified and as directed by Engineer-in-charge. 20 Each
22 22 S&F galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. 10 Sqm
23 23 S&F in repair galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. 40 Sqm
24 24 Taking down cement plaster on brick walls including racking out joints, hacking key & scrubbing down with water complete all as per specified and as directed by Engineer-in-charge. 220 Sqm
25 25 Demolition of reed lathing single or double including battens and plaster or chicken wire lathing complete all as per specified and as directed by Engineer-in-charge. 200 Sqm
26 26 M&L for G.I. Wire netting 0.9 mm dia and 12 mm mesh lathing to wood or metal studding, joists, etc., in walls, ceilings, stanchions, beams, etc., including all laps, cutting and waste complete all as per specified and as directed by Engineer-in-charge. 200 Sqm
27 27 M&L rendering 10mm thick on other of lathing in cement mortar 1:6 be finished fair & even without using extra cement complete all as per specified and as directed by Engineer-in-charge. 200 Sqm
28 28 M&L for rendering 15mm thick on fair faces of brick work or one side of lathing in cement mortar 1:4 , surface finished even and smooth without using extra cement using water proofing compound in top layers as per manufacturer's direction complete all as per specified and as directed by Engineer-in-charge.\nNote - WPC shall be measured and paid saparately. 200 sqm
29 29 Demolition of unreinforced cement concrete in ground floors and pavings not exc. 15 cm thick (below or above ground level) complete all as per specified and as directed by Engineer-in-charge. 29 Cum
30 30 M&L for 100 mm thick PCC (1:2:4) type B-2 using 40mm graded aggregate as in mass concrete and making the surface even and smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. 100 Sqm
31 31 M&L for 75 mm thick PCC (1:3:6) type C-2 using 40mm graded aggregate as in plinth protection/sub base of footpath/floor and making the surface even and smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. 200 Sqm
32 32 M&L for average 40 mm thick cement concrete 1:2:4 type B-1 using 20 mm graded aggregate as in floor, finished even and smooth using extra cement (floor shall be laid in alternated bays) complete all as per specified and as directed by Engineer-in-charge.\n\n 100 Sqm
33 33 M&L for Glass dividing strips, 38 x 3 mm thick and inserted in position to confirm to design, complete all as per specified and as directed by Engineer-in-charge. 20 RM
34 34 Dismantling floor, hearth or all tiling including cement mortar bedding (but not backing coat ), removing serviceable tiles to store and rubbish off the premesies complete all as per specified and as directed by Engineer-in-charge. 460 Sqm
35 35 Demolition of reinforced cement concrete of any description and in any position not otherwise specificied provided for, complete all as per specified and as directed by Engineer-in-charge. 6 Cum
36 36 M&L for for precast cement concrete (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge. 1 Cum
37 37 M&L for precast cement concrete (1:2:4), type B1 (Using 20 mm graded crushed stone aggregate) as in pillar post, complete all as specified and as directed by Engineer-in-charge. 5 Cum
38 38 S&F coloured non-skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:4 complete all as per specified and as directed by Engineer-in-charge. 100 Sqm
39 39 S&F coloured non-skid ceramic tiles 7 to 8 mm thick (Square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:4 complete all as per specified and as directed by Engineer-in-charge. 150 Sqm
40 40 M&L for Coloured Glazed ceramic tiles 300 x 200 x 6 or 7 mm thick, on vertical surfaces such as skirting, dados and risers to steps etc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match over and including 10 mm thick screed in CM (1:4) complete all as per specified and as directed by Engineer-in-charge. 100 Sqm
41 41 M&L for vitrified ceramic tiles 10 mm thick of light shade (square/rectangular) polished area of each tile not exceeding 0.36 sqm in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:4 complete all as per specified and as directed by Engineer-in-charge. 50 Sqm
42 42 M&L precast coloured cement concrete chequered PU finish tiles 300x300x25mm thick set jointed and pointed in with grey cement and pigment laid over and including 20mm thick screed bed in CM 1:6 in floorings, complete all as per specified and as directed by Engineer-in-charge. 60 Sqm
43 43 M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area exceeding 6 sqcm but not exceeding 13 sqcm complete all as per specified and as directed by Engineer-in-charge. 200 RM
44 44 Dismantling of fillets, rails, posts, rafters, purlins etc., under 40 Sq. Cm in section, complete all as specified and as directed by Engineer-in-charge. 300 RM
45 45 M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with screws or brads having sectional area exceeding 13 sqcm but not exceeding 25 sqcm complete all as specified and as directed by Engineer-in-charge. 100 RM
46 46 M&L for 4mm thick asbestos cement board fixed to timber frame work with screws as in ceiling, complete all as specified and as directed by Engineer-in-charge. 200 Sqm
47 47 M&L for 4mm thick asbestos cement board fixed to timber frame work with screws as in walls, complete all as specified and as directed by Engineer-in-charge. 85 Sqm
48 48 S&F solid PVC wall paneling consisting of 5 mm thick PVC wood grain printed PVC sheet inclusive of solvent cement and fixing at site as per specification and directed in any position with screws, complete all as per specified and as directed by Engineer-in-charge. 60 Sqm
49 49 S&F 5mm thick PVC sheet fillets of width 35mm for wall paneling inclusive of fixing on wall to make frame as per specifications and drawing, complete all as per specified and as directed by Engineer-in-charge. 60 RM
50 50 M&L 2 mm thick veneered decorative ply wood, grade 1 with BWR resin with decorative face veneers on one face fixed with screws to timber frame work in stands, boards, partitions, shutters, etc. including taking down old unserviceable panels, complete all as per specified and as directed by Engineer-in-charge. 50 Sqm
51 51 Dismantling of AC sheet corrugated/Semi corrugated sheets in wall cladding or in roof covering complete all as per specified and as directed by Engineer-in-charge.\n 350 Sqm
52 52 M&L for 6 mm thick asbestos cement sheet, corrugated, or semi corrugated sheets in roofs, walls etc. and fixed with L-hook or cranked bolts complete all as per specified and as directed by Engineer-in-charge. 220 Sqm
53 53 Fixing only Asbestos Cement sheet, corrugated, or semi corrugated sheets in roofs, walls etc. and fixed with L hook or Cranked bolts (except sheets) complete all as per specified and as directed by Engineer-in-charge. 20 Sqm
54 54 M&L Asbestos cement serrated ridge for corrugated and semi corrugated sheet 6 mm thick and fixed with L hook and cranked bolt complete all as per specified and as directed by Engineer-in-charge. 110 RM
55 55 S&F Pre-painted galvalume aluminium zince coating GI based corrugated or semi-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 or J hooks, complete all as specified and as directed by Engineer-in-charge. 100 sqm
56 56 S&F Pre-painted galvalume aluminium zince 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 or J hooks, complete all as specified and as directed by Engineer-in-charge. 10 sqm
57 57 Dismantling of wall & ceiling boards (fibre, pulp, insulation etc.) or insulation board/slabs/blankets, any thickness, including cover fillets complete all as per specified and as directed by Engineer-in-charge. 445 Sqm
58 58 S&F exposed GI powder coated snap grid frame of false ceiling 600 X 600 mm size of wall angle 25 X25 X 0.30mm size cross Tee 22 X 35 X 0.60mm with 4mm dia G.I. suspender fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm including supply and fixing of 4 mm thick E- board in false ceiling including fixing arrangement from roof and applying three coats of white wash on exposed surfaces complete all as per specified and as directed by Engineer-in-charge.\n(Note- Rate included for lowering / shortening of electric fittings such as fan, light fittings etc.) 100 sqm
59 59 Dismantling water tanks and removing exc. 250 but not exc. 500 ltrs capecity complete all as per specified and as directed by Engineer-in-charge. 10 Each
60 60 S&F 500 Ltrs capacity rotational moulded polythene water storage tank 3 layered (cylindrical vertical with closed top) hoisted and fixed in position including 20mm PTMT float valve complete all as per specified and as directed by Engineer-in-charge. 10 Each
61 61 Dismantling water tanks and removing exc. 500 but not exc. 1000 ltrs capacity complete all as per specified and as directed by Engineer-in-charge. 8 Each
62 62 S&F 1000 Ltrs capacity rotational moulded polythene water storage tank 3 layered (cylindrical vertical with closed top) hoisted and fixed in position 20mm PTMT float valve complete all as per specified and as directed by Engineer-in-charge. 8 Each
63 63 Dismantling boarding, any description fixed in any position with nails, complete all as specified and as directed by Engineer-in-charge. 55 Sqm
64 64 M&L for 50 mm thick 2nd class hard wood boarding supplied and fixed with nails in any situation(except flooring and skirting) plained one side with butt joints complete all as per specified and as directed by Engineer-in-charge. 5 Sqm
65 65 M&L 20 mm thick (Planed both side) 2nd class hard wood boarding with butt joints fixed with nails in any situation (except flooring and skirting), complete all as specified and as directed by Engineer-in-charge. 50 Sqm
66 66 Demolition of brick work built in cement mortar including all quions, arches pillars etc. complete all as per specified and as directed by Engineer-in-charge. 15.2 Cum
67 67 M&L brick work built in CM 1:6 with sub class "B"old size bricks straight or curved on plan exceeding 6 m mean radius complete all as per specified and as directed by Engineer-in-charge.\n 6 Cum
68 68 M&L brick work using sub class ‘B’ bricks (old size) straight or curved on plan to any radius in half brick work built in CM 1:4 complete all as per specified and as directed by Engineer-in-charge. 80 Sqm
69 69 Dismantling Unframed timber scantlings 40 Sqcm and over in section and in any position complete all as per specified and as directed by Engineer-in-charge. 15 cum
70 70 M&L 2nd class hardwood in scantling wrought timber unframed and fixed complete all as per specified and as directed by Engineer-in-charge. 15 cum
71 71 Taking up or down 15mm bore steel water tubing & connections, including cleaning for refixing or removal from site complete all as per specified and as directed by Engineer-in-charge. 40 RM
72 72 S&F 15 mm dia. G.I. water tubes medium grade with all necessary fitting and fixed in walls/floor etc. complete all as per specified and as directed by Engineer-in-charge. 40 RM
73 73 Taking up or down 20 mm bore steel water tubing & connections, including cleaning for refixing or removal to store complete all as per specified and as directed by Engineer-in-charge. 25 RM
74 74 S&F 20 mm dia. G.I. water tubes medium grade with all necessary fitting and fixed in walls/floor etc. complete all as per specified and as directed by Engineer-in-charge. 25 RM
75 75 Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads, complete all as specified and as directed by Engineer-in-charge. 10 Sqm
76 76 S&F 3 mm thick Sheet glass, ordinary quality in squares not exceeding 0.5 Sqm in each pane fixed with cut & mitred beads, complete all as specified and as directed by Engineer-in-charge. 35 Sqm
77 77 S&F in repairs 20mm ball valves, high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minium weight 20mm- 210 gms and fixed in position complete all as per specified and as directed by Engineer-in-charge. 40 Each
78 78 S&F Vitreous China Ware Wash hand basin white, flat back, size 550 x 400 mm size (flat back or angle back type) including cutting for and pinning ends of brackets or erecting stand and waste coupling of size 32 mm and waste pipe 32 mm, etc., complete all as per specified and as directed by Engineer-in-charge. 10 Each
79 79 S&F in repair Vitreous China EWC wash down water closet (padestal pattern, white) including seat cover complete all as per specified and as directed by Engineer-in-charge. 10 Each
80 80 S&F in repair PVC Low level flushing cistren 10 Ltr capacety including all fitting such as flush pipe brackets complete all as per specified and as directed by Engineer-in-charge. 15 Each
81 81 Supply and fix 100mm dia grating doom of PTMT with minimum weight 25 gram complete all as per specified and as directed by Engineer-in-charge. 20 Each
82 82 S&F in repair chromium plated shower rose 125 mm size with or without swivel joints, any size, including fixing to steel pipe or union, complete all as per specified and as directed by Engineer-in-charge. 8 Each
83 83 S&F in repair 15 mm bore stop cock, screwed down high pressure with crutch or butterfly handle screwed both end for iron pipe or for unions, complete all as per specified and as directed by Engineer-in-charge. 40 Each
84 84 S&F in repair kitchen plate rack made up of stainless steel 1 mm and of size 900 x600 x250 mm complete all as per specified and as directed by Engineer-in-charge. 6 Each
85 85 S&F in repair PVC connection 15mm size with PTMT nuts of length 450mm complete all as per specified and as directed by Engineer-in-charge. 30 Each
86 86 S&F 15 mm bore fancy type pillar taps, Cast Copper alloy, with capstan heads, chromium plated, screwed down high pressure with or without lettered Hot or Cold with long screwed shanks and fly nuts, screwed for iron pipe and fixed complete all as per specified and as directed by Engineer-in-charge. 15 Each
87 87 M&L 15mm thick rendering in CM (1:6) on fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. 220 sqm
88 88 M&L 15mm thick rendering in CM (1:6) on other than fair faces of brick work or concrete surfaces and finished the surface even & smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. \n 220 sqm
89 89 Supply only integral water proofing compound comfirming to IS complete all as per specified and as directed by Engineer-in-charge. 50 Kg
90 90 M&L for mild steel TMT bars of 6 to 8 mm dia., cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. 130 Kg
91 91 M&L for preparation of new or previously untreated wood or wood based surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. 250 Sqm
92 92 M&L preparing surfaces of wood and wood based materials, new or old of any description and girth, not otherwise described and treated with two coats of creosote oil complete all as per specified and as directed by Engineer-in-charge. 100 Sqm
93 93 M&L for two coats of cement base paint over a coat of primer including preparation of new plastered surfaces of wall complete all as per specified and as directed by Engineer-in-charge. 300 Sqm
94 94 M&L for preparation of newly untreated wood or wood based surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. 20 PER 10 RM
95 95 M&L for preparing new plastered surface of wall and applying three coats of white wash including preparation of new surfaces complete all as per specified and as directed by Engineer-in-charge. 317 Sqm
96 96 M&L for preparing AC wall board & applying two coats of white wash, complete all as per specified and as directed by Engineer-in-charge. 50 Sqm
97 97 M&L for preparing AC ceiling board applying two coats of white wash, complete all as per specified and as directed by Engineer-in-charge. 250 Sqm
98 98 S&F in repairs 15mm bore fancy type chromium plated bib taps with crutch or butterfly handle screwed down for iron pipes complete all as per specified and as directed by Engineer-in-charge. 40 Each
99 99 S&F in repairs bore bib taps standard of PTMT any colour screwed down for iron pipes 15 mm bore (minimum weight 90 gms) complete all as per specified and as directed by Engineer-in-charge. 40 Each
100 100 S&F in repair cromimum plated health faucet shower with CP flexible pipe up 15 mm bore (ABS Body) with 1 m long Easy Flex tube in chrome finish, complete all as per specified and as directed by Engineer-in-charge. 16 Each
101 101 S&F in repairs bevelled edge mirror of selected quality glass, mounted on 6 mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as per specified and as directed by Engineer-in-charge. 8 Sqm
102 102 S&F in repair sinks made of stainless steel 1mm 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 495mmx420mm bowl size 410mmx330mmx160mm complete all as per specified and as directed by Engineer-in-charge. 4 Each
103 103 S&F in repairs sheet glass shelf assembly consisting of 5.5mm thick sheet glass shelf 12cm wide with chromium plated bracket guard and railing 60cm long complete all as per specified and as directed by Engineer-in-charge.\nNote:- 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. 12 Each
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