Public Administrative Department Government Departments Closing in 12 days TDR #58282836

Tender For Renovation Of 23 Classrooms And Toilet Of Gsss Kaushalyanagar.

Issued by Government Departments · North and Middle Andaman, Andaman And Nicobar Islands
Tender Value
2.07 Crore
Estimated cost
Bid Submission
12 Nov 2026
12 days left
EMD
4.15 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
North and Middle Andaman → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Renovation Of 23 Classrooms And Toilet Of Gsss Kaushalyanagar.

BOQ

Name of Work:- Renovation of 23 classrooms and toilet of GSSS Kaushalyanagar.
Sl. No. Item Description
1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
21:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
31:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
41:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
6Fixed to openings /wooden frames with rawl plugs screws etc.
7Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
8Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
9300x16 mm
10Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
11250x10 mm
12150x10 mm
13Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
14125 mm
15100 mm
16Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
17Twin rubber stopper
18Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.
190.80 mm thick with zinc coating not less than 275 gm/m2
20Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).
216 mm thick Cement fiber board, Type-B, Category-III as per IS: 14862 :2000
22Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. :
23150 mm diameter
24Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
25110 mm diameter
26Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms.
2712 mm cement plaster finished with a floating coat of neat cement of mix:
281:4(1 cement: 4 fine sand)
29Paintting with oil type wood preservative of approved brand and manufacture:
30New work (two or more coats)
31Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
32Two or more coats on new work
33Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
34Two coats
35Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
36With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre
37With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
38Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
39Painting with oil type wood preservative of approved brand and manufacture:
40Old work (one or more coats)
41Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
42One or more coats on old work
43Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade.
44Finishing walls with Acrylic Smooth exterior paint of required shade:
45Old work (Two or more coat applied @ 1.67 Itr/ 10 sqm) on existing cement paint surface
46Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
47With cement mortar 1:4 (1 cement : 4 fine sand)
48Renewing glass panes, with wooden fillets wherever necessary:
49Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
50Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
51Of area 3 sq. metres and below
52Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :
53Of area 3 sq. metres and below
54Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :
55Of sectional area 40 square centimetres and above
56Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
57Asbestos Cement sheet
58G.S. Sheet
59Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead :
60Thickness above 10 mm up to 25 mm
61Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
62Providing and fixing brass bib cock of approved quality :
6315 mm nominal bore
64Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
65Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
6640 mm thick with 20 mm nominal size stone aggregate
67Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
6840 mm wide and 4 mm thick
69Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge.
70Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
71Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
72Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
73Centering and shuttering including strutting, propping etc. and removal of form for
74Lintels, beams, plinth beams, girders, bressumers and cantilevers
75Suspended floors, roofs, landings, balconies and access platform
76Columns, Pillars, Piers, Abutments, Posts and Struts
77Stairs, (excluding landings) except spiral-staircases
78Weather shed, Chajjas, corbels etc., including edges
79Foundations, footings, bases of columns, etc. for mass concrete
80Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
81Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
82Thermo-Mechanically Treated bars of grade Fe-500D or more.
8312 mm cement plaster of mix:
841:4(1 cement: 4 fine sand)
85Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:
86New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
87Providing and fixing M.S. fan clamp type I or ll of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
886 mm cement plaster of mix:
891:3(1 cement :3 fine sand)
90Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade:
91One or more coats on old work
92Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
93Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
9475 mm average thickness
9550 mm average thickness
96Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
97Bars upto 12 mm diameter
98Bars above 12 mm diameter
99Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer- In-charge complete in all respect.
100SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
101Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super-Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
10275 mm thick in Grade M25 with cement content not less than 330 kg per cum
103Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
10420 mm dia nominal bore
10525 mm dia nominal bore
106Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :
10720 mm nominal bore
10825 mm nominal bore
10915 mm nominal bore
110Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall
11115 mm dia nominal bore
112Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
113In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
114Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
115G.I. pipes
116Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:
117Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
118Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
119Cement concrete pavement with 1:2:4(1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size), including finishing complete.
120Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements etc.
121Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
122All kinds of soil.
123Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.
124Centering and shuttering including strutting, propping etc. and removal of form work for:
125Foundations, footings, bases for columns
126Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1271:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
128Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:
1291:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
130Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
131Thermo-Mechanically Treated bars of grade Fe-500D or more.
132Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement: 3 fine sand).
133Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
134Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
135Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
136Electric resistance or induction butt welded tubes
137Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
138Providing and fixing bolts including nuts and washers complete.
139Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) 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 with silicon additives.
140New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.
141Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
142On steel work
143Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:
144All kinds of soil
145Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand TATA Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd., or equivalent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 meter or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping aluminium screws (Xylan) of size (5.5x55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
146Providing and fixing pre-painted galvalume (PPGL) steel sheets AZ-150 of brand TATA Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd., or equivalent, 0.50 mm (+0.05%) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and shall be fixed using self drilling/self tapping aluminium screws complete as per the direction of the Engineer-in-charge.
147Ridges plain (500-600 mm)
148Barge board (Upto 300 mm)
149Providing wood work im frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fasts lugs or with dash fasterners of required dia & length and finished smooth with plaster the damaged surface (hold fast lugs or dash fastener shall be paid for separately)
150Kiln seasoned and chemically treated superior hard wood category-II (A)
151Providing and fixing 35 mm panelled, or panelled, glazed or panelled and glazed shutters for doors including oxidised mild steel butt hinges with necessary screws with superior hardwood category No.-II(A) including panelling with 12 mm thick marine plywood (BWR) confirming to relevant specification with wooden cleats and block and as directed by the Engineer-in-charge.
152Kiln seasoned and chemically treated superior hardwood category-II(A)
153Providing and fixing 35 mm thick glzed shutter for windows and ventilators with glass panes including oxidised MS butt hinges with necessary screws etc. complete.
154Kiln seasoned and chemically treated hardwood category-II(A)
155Providing wood work in frames of trusses, purlins and rafters and other wrought frame and fixed in position:
156Kiln seasoned and chemically treated superior hardwood category-II(A)
157Providing and fixing wind ties of 40x6 mm powder coated flat Aluminium section (minimum thickness of powder coating 50 micron) using self drilling/self tapping screw complete
158Providing and fixing 4 mm dia G.I. level adjusting hangers (upto 2.5 mm length) to roof truss by means of providing knots as per direction of Engineer-in-charge.
159Providing and fixing in windows bright finished Aluminium hook and eye of length 150 mm
160Providing and fixing PVC plain bend of required degree including jointing with necessary adhesives etc. complete.
161110 mm diameter
16250 mm diameter
163Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends fixed in wooden or steel truss member, including painting all complete as per the direction of Engineer-in-charge.
164Providing cement concrete surface drain with 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) finished with cement mortar 1:4 (1 cement: 4 fine sand) including floating coat of neat cement inside the drain and its top and exposed surfaces including earth work in excavation and disposal of surplus earth etc. complete.
16515 x15 cm surface drain
166Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 sand) over existing consolidated bed including finishing the top smooth with a floating coat of neat cement.
167Providing and laying Hollow cement concrete block walling 100 mm thick consisting hollow blocks of size 400x100x200 mm of mix 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 10 mm nominal and down size) laid in cement mortar 1:6 (1 Cement:6 coarse sand).
168Taking out M.S. grills from frames of existing windows and ventilators, repair by cutting, painting etc. and refixing of repaired M.S. grills to windows and ventilators frame, including replacement of screws, etc. as required, all complete as per the direction of the Engineer-in-charge.
169Constructing hollow block masonary chamber with hollow block of size 400x100x200 mm, cement mortar 1:4 (1 cement: 4coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
170Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)
171Providing and fixing PVC soil, waste and vent pipes:
172110 mm diameter
17350 mm diameter
174Providing and fixing PVC air vent cowl
175110 mm diameter
176Providing and laying PVC 75 mm dia pipe of pressuer rating 10 Kgf/cm2 fixed in wall staggered @ 1000 mm c/c in both direction for weep hole extending the full width of the wall with slope of 1(V) : 20(H) towards the drawing face of wall complete as per the direction of Engineer-in-charge.
177Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and retaining wall to the full height compacted to a firm condition complete as per drawing and direction of Engineer-in-charge.
178Wiring for light/fan point/exhaust fan point/call bell point with 1.5sqmm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit with piano type switch, phenolic laminated sheet, suitable size M.S box and earthing the point with 1.5 Sqmm FRLS PVC insulated copper conductor single core cable etc. as required.
179Group - C
180Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
181Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
1822 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
1832 x 6 Sqmm + 1 x 6 sqmm earth wire
184Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.
1855/6 A switch
1863 pin 5/6 A socket outlet
187Supplying and fixing metal box of 180 mm X 100 mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.
188Supplying and fixing of 4way PVC gang Box of 6\\" X 3.5\\" size on surface with ISI marks including providing and fixing 2 Nos.3 pin 5/6 Amps PT Socket outlet and 2 Nos. 05/06 Amps PT switch, connection, painting etc. as required.
189Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
190Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required.
191Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
192Installation, testing and commisioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper condutor, single core cable etc. as required.
193Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
194Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
1958 way , Double door
196Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
197Single pole
198Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
199Providing and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.I. pipe from earth electrode including connection with copper thimble excavation and re-filling as required
200Providing and fixing 4.00mm dia copper wire on surface or recess for loop earthing as required.
201Supplying, Installation, Testing and Commissioning of ASHLOK Make SEE brand saf earthing electrode type-19, 50mm dia, length 2 Mtr (short time current- 52.6rms for 1 sec, peak - 125.6) with back fill compound including providing masonary enclosure with cover plate having locking arrangement etc. as required.
202Supplying of Surface mounted LED Batten Luminaires with Lamp type 20W LED 6500K, Make: Polycab, Intenso 20W LXS Batten, 220-240V, White or its equivalent as approved by Engineer - in - Charge.
203Supplying of 5 star,26- 35W (BLDC Type) energy saving A.C Ceiling fan, 1200mm sweep for operation of 230V, with all accessories etc as required. Make:- Crompton, Model : Energion High Speed, Color: White or Equivalent as approved by EIC.
204Supplying and fixing of ISI marked wheather proof, PVC insulated, PVC Sheathed twin core aluminium cable 6 Sqmm including connections etc as required. Make: Havells/ Polycab/Anchor or equivalent to ISI.
205Supplying and fixing T.W Board of 250mm x 300mm x 60mm deep (nominal size) on surface for installation of Energy meter as required. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58282836
AUTHORITY Government Departments
TENDER VALUE 2.07 Crore
LAST DATE 12-11-2026
Authority
Authority Name Andaman Public Works Dept
Work Description Tender for Renovation Of 23 Classrooms And Toilet Of Gsss Kaushalyanagar.
Basic Detail
Tender No 17/2026-27/SE/CC-I/CD-I-RGT
Bidding Type Tender
Location
City North and Middle Andaman
State Andaman And Nicobar Islands
Key Dates
Publish Date 29 Oct 2026
Submission Date 12 Nov 2026
Open Date 12 Nov 2026
Finance
Tender Value 2.07 Crore
Tender Fee Ref. Documents
EMD 4.15 Lakhs
Exemption Not Available
Document List
a8eeb438-656d-438b-8a16-ce051188bb1b.html
BOQ_27034.xls
TenderDocument.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 12 days
Nov 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 12 days

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