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Tender For Rehabilitation, Improvement Of Basic Facilities Of Umiam Stage-I Dam In Ri-Bhoi District Of Meghalaya Under Drip-Ii (Package-Iii), East Khasi Hills-Meghalaya

Meghalaya Power Generation Corporation Limited has published Tender For Rehabilitation, Improvement Of Basic Facilities Of Umiam Stage-I Dam In Ri-Bhoi District Of Meghalaya Under Drip-Ii (Package-Iii). Submission Date for this Tender is 10-06-2024. Civil Work Tenders in East Khasi Hills Meghalaya. Bidders can get complete Tender details and download the document.




Tender Notice

42453891
Corrigendum : Tender For Rehabilitation, Improvement Of Basic Facilities Of Umiam Stage-I Dam In Ri-Bhoi District Of Meghalaya Under Drip-Ii (Package-Iii)
Open Tender
Indian
Meghalaya
East Khasi Hills
10-06-2024

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Tender Details

Rehabilitation, Improvement Of Basic Facilities Of Umiam Stage-I Dam In Ri-Bhoi District Of Meghalaya Under Drip-Ii ( Package-Iii )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 07-Mar-2024 Pre-bid meeting notice for the work Rehabilitation, Improvement of Basic Facilities of Umiam Stage-I Dam in Ri-Bhoi District of Meghalaya under DRIP-II (Package-III) Other 09-04-2024
2 04-Apr-2024 Notice for Technical bid opening Technical Bid 09-04-2024
3 09-Apr-2024 Extension of bid submission date Date 09-05-2024
4 06-May-2024 Notice for Technical Bid Opening Technical Bid 09-05-2024
5 09-May-2024 Extension of bid submission date to 10th June 2024 Date 10-06-2024

Key Value

Document Fees
INR 5000 /-
EMD
INR 1562000.0 /-
Tender Value
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BOQ Items

Name of Work: Rehabilitation, Improvement of Basic Facilities of Umiam Stage-I Dam in Ri-Bhoi District of Meghalaya under DRIP-II (Package-III)
Sl. No. Item Description
1Protection wall on the Left Bank of downstream Side of the Concrete Dam.
2Drilling holes and laying of dowels bars 20 mm to 25mm into the rock not less than 75cm deep and keeping them protruding above the rock for not less than 45 times the diameter of the bar and properly embedding them into he rock by concreting complete as per drawing and technical specification.
3Supplying fitting and placing HYSD bar reinforcment (Fe 415) in super structure complete as per drawing and technical specification.
4Providing and laying RCC in superstructure as per drawing and technical specification. RCC M25: Height upto 5 m.
5Permanent Accomodation for the Security Personnel/ Gate Operator including provision reliable communication system.
6BUILDING
7Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
8Filling 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 consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.
9Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
11Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
12Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more: In foundation upto Plinth.
13Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more: Above plinth.
14Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Mild steel and Medium Tensile steel bars: Ground Floor& 1st floor
15Centering and shuttering including strutting, propping etc. and removal ofworks for:
16a) Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
17b) Lintels, beams, plinth beams, girders, bressumers and cantilever.
18c) Column, pillars, piers, abutments, posts & struts.
19d) Suspended floors, roofs, landings, balconies and access platform.
20e) Stairs, (excluding landings) except spiral-staircases.
21f) Edges of slabs and breaks in floors and walls: Under 20 cm wide
22Providing 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 :Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
23Reinforced 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: Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
24Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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 Mix 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
25Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
26Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately): Second class teak wood.
27Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
28Providing 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: G I Pipe (48.3x4mm)
29Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
3020 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
31Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster:
32Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement.18 mm thick
3362 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
34Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size).
35Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
36Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
37Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
38Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Granite of any clour and shade: Area of slab over 0.50Sqm.
39Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately): Second class teak wood- 35 mm thick shutter.
40Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Size- 125x64x2.50 mm.
41Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete: Sixe- 250x10mm.
42Providing and fixing bright finished brass handles with screws etc. complete: Size-125mm.
43Providing and fixing bright finished brass door latch with necessary screws etc. complete: Size- 250x10x5mm.
44Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 4.0 mm thick glass panes.
45Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4.00 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
46Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
47Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
48Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
49Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge: 15 mm nominal dia.
50Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: Medium size.
51Providing and fixing Toilet paper Holder: Medium size.
52Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour: 600mm Towel rail
53Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board of 510x1040 mm bowl depth 250 mm
54Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 40 mm dia
55Providing and fixing soil, waste and vent pipes: 100mm dia sand cast iron S&S pipe as per IS: 1729.
5675mm dia Sand cast iron S&S pipe as per IS: 1729.
57Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
58a) 100 mm dia
59b) 75 mm dia.
60Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100x100x100mm Sand cast iron S&S as per IS – 1729.
61Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100x100x75 mm Sand cast iron S&S as per IS – 1729.
62Providing and fixing terminal guard: 100 mm Sand cast iron S&S as per IS - 1729
63Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS – 1729: 75 mm dia- PVC cowl of ISI make.
64Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet- Sand cast iron S&S as per IS: 3989.
65Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour: Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms.
66Providing and fixing PTMT Bottle Trap for Wash basin and sink- Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.
67Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer.
68Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
69Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
70Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood).
71Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
72Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
73Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank: 1000 litre capacity.
74Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
75Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement, trnching, refilling & testing of joints complete as per direction of Engineer in charge.
76Providing and fixing gun metal gate valvwith CI wheel approved quality (screw end): 25 mm nominal bore.
77Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931: 15mm nominal bore.
78Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: 15mm nominal bore.
79Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931: 15mm nominal bore.
80SEPTIC TANK
81Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
82Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:3:6 (1 cement: 3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
83Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
84Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more
85Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Mild teel and Medium Tensile steel bars.
86Centering and shuttering including strutting, propping etc. and removal of works for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
87Centering and shuttering including strutting, propping etc. and removal of works for: Suspended floors, roofs, landings, balconies and access platform.
88Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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 Mix 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
8920 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
90Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering: All work up to plinth level: Mix 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal size.
91Providing and fixing soil, waste and vent pipes: 100mm dia Sand cast iron S&S pipe as per IS: 1729.
92Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100 mm dia Sand cast iron S&S as per IS - 1729 .
93Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
94INTERNAL ELECTRIFICATION/WIRING:
95Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required: Group C (long point wiring).
96a) Light point
97b) Plug point
98c) PowerPlug point
99d) Ceiling fan
100e) Exhaust fan
101f) Calling bel
102Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
103Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
104Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
105Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required:
106a) 5/6 A switch
107b) 15/16 A switch
108c) 3 pin 5/6 A socket outlet
109d) 6 pin 15/16 A socket outlet
110e) Bell push
111Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required:
112a) 3 module (100mmx75mm)
113b) 6 module (100mmx75mm)
114Supplying and fixing brass batten/ angle holder including connection etc as required.
115Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
116Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
117Installation of exhaust fan in the existing opening, including making goods the damage, connection, testing, commissioning etc. as required.
118Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required: 63A TP&N.
119Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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: 8 way (4 + 24), Double door.
120Supplying 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: Double pole.
121Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required: 63Amp.
122Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
123Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
124IMPROVEMENT OF THE EXISTING CONCRETE LABORATORY AT UMIAM
125REPAIRING OF STORE ROOMSIN THE SOIL, CONCRETE AND STEEL TESTING LABORATORY OF THE OFFICE OF THE EXECUTIVE ENGINEER (C), DESIGN DIVISION-I, MePGCL, UMIAM
126Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
127Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead of area 3 sq. metres and below.
12862 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
12920 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
130Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement: 18mm Thick
131Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
132Providing & fixing glass panes with putty and glazing clips in steel doors, windows,clerestorywindows,allcomplete: With 4.00 mm thick glass panes.
133Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood.
134Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately). Second class teak wood: 35 mm thick shutter.
135Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Size- 250x16mm
136Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :250x16mm
137Providing and fixing bright finished brass handles with screws etc. complete: Size- 125 mm
138Providing and fixing bright finished brass door latch with necessary screws etc. complete : Size- 250mm x10 mm x 5 mm.
139Providing and fixing plywood 6 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with : Decorative veneer facings of approved manufacture
140Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer
141Finishing walls with textured exterior paint of required shade:New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
142Applying priming coat with ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
143Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
144REPAIRING OF SLABIN THE SOIL, CONCRETE AND STEEL TESTING LABORATORY OF THE OFFICE OF THE EXECUTIVE ENGINEER (C), DESIGN DIVISION-I, MePGCL, UMIAM
145Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in – charge: Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
146Dismantling 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.
14762 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
14820 mm Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
149Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
150Steel 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.
151Structural 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.
152Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 1.00 mm thick with zinc coating not less than 275 gm/m²
153Providing ridges or hips of width 60 cm overall width plain G.S. Sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.80 mm thick with zinc coating not less than 275 gm/m²
154Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. Limpet and bitumen washers complete :1.60 mm thick with zinc coating not less than 350 gm/m²
155Structural 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.
156Applying priming coat.With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
157Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
158CONSTRUCTION OF TOILET AND FOOTPATH AT SOIL CONCRETE & STEEL TESTING LABORATORY OF DESIGN DIVISION-I, MePGCL, UMIAM
159Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
160Providing brick soling in foundation and other floor with stone/best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete: Stone soling of thickness 100mm.
161Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
162Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
163Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
164Centering and shuttering including strutting, propping etc. and removal ofworks for:
165a) Column, pillars, piers, abutments, posts & struts.
166b) Lintels, beams, plinth beams, girders, bressumers and cantilever.
167c) Suspended floors, roofs, landings, balconies and access platform.
168Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more
169Providing 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: Mix1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
170Reinforced 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 :Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
171Providing 20 mm cement plaster of mix.1:4 (1 cement : 4 fine sand)
172Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
173Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately): Second class teak wood.
174Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Size- 125x64x2.50 mm.
175Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete: Size- 250x16mm.
176Providing and fixing bright finished brass handles with screws etc. complete: Size- 125 mm.
177Providing and fixing bright finished brass door latch with necessary screws etc. complete: Size- 250mm x10 mm x 5 mm.
178Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
179Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
180Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :Oval shape 450x350 mm (outer dimensions)
181Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with:4.00 mm thick glass panes.
182Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
183Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
184Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern.
185PROVIDING OF BOUNDARY FENCING WITH DIAMOND MESH CHAIN LINK NET AND STEEL, ANGULAR POST FOR THE SOIL CONCRETE & STEEL TESTING LABORATORY OF DESIGN DIVISION-I, MePGCL, UMIAM
186Earthwork in excavation upto a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailingout water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soil: All kind of soil.
187Structural 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.
188Providing 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: Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
189Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
190Providing 20 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
191Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mmx50mm mesh fitted to M.S angle iron post at 2000 mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top, middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer painting to M.S angle iron post in P.C.C base etc. with following. Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 1800mm only duly slotted and bottom torqued with two numbers as stay posts.. Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 1800mm only duly slotted and bottom torqued and splayed. Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 1800mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm (P.C.C. work shall be measured and paid separately).
192Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 50 mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattened and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos. ( minimum) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embedded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).
193PAINTING OF BUILDING AND REPAIRING OF FALSE CEILING, FLOORING, WINDOWS AND SIDE ENTRANCE IN THE SOIL, CONCRETE AND STEEL TESTING LABORATORY, DESIGN DIVISION-I, MePGCL UMIAM.
194Painting one coats on old G.C.I sheets with ready mixed anticorrosive paint of approved brand and shade suitable for painting over G.C.I sheets to give an even shade including the cleaning the rust patches with emery paper, dust ,dirt, grease and other foreign matter with water complete.
195Providing undressed woodwork in roof truss, rafter, purlin, tie and the like including hoisting and fixing in position with necessary spikes, nails including M.S straps with bolt and nuts etc. complete with kiricide oiling two coats to all timber members and two coats of anticorrosive paint to M.S straps (M.S flats, angle cleats, and bolt and nuts required for flat and angle cleats wherever used shall be measured and paid separately). With White pinewood/ 2nd class treated timber.
196Chipping of cement concrete flooring with chisel, hammer etc to the proper level including cleaning and stacking the spoil and disposal of the same to the desired place as directed.
19752 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
198Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead of area 3 sq. metres and below
199Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
200Structural 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. 20mm dia MS bars
201Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
202Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 4.00 mm thick glass panes.
203Providing, fitting and fixing A.C. building board in ceilingwithnecessary nails,woodscrewsincluding1stclasslocal wood 50mmx12mm(hollock/bonsum/ sundi) beading including painting two coats to timber beads complete as directed(ceilingjoisttobemeasuredandpaidseparately): 4 mm thick.
204Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufactureon steel work.
205Finishing 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 (On steel work)
206Finishing walls with textured exterior paint of required shade:New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
207Construction of New Office Building for the Dam Executive Engineer Hydraulic Structure Umiam
208GROUND FLOOR
209Earth work in excavation bymechanicalmeans(Hydraulicexcavator) / manual means infoundation trenches or drains (not exceeding 1.5 m in width or 10 sqmonplan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
210Filling 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 consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m.
211Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
212Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:3:6 (1 cement: 3 coarse sand (Zone III) : 6 graded stone aggregate 20 mm nominal size.
213Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
214Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: In foundation up to Plinth: Thermo-Mechanically Treated bars of grade Fe-500D or more
215Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Above Plinth: Thermo-Mechanically Treated bars of grade Fe-500D or more
216Centering and shuttering including strutting, propping etc. and removal ofworks for: Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
217Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
218Lintels, beams, plinth beams, girders, bressumers and cantilever.
219Column, pillars, piers, abutments, posts & struts.
220Suspended floors, roofs, landings, balconies and access platform.
221Stairs, (excluding landings) except spiral-staircases.
222Edges of slabs and breaks in floors and walls
223Providing 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: Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
224Reinforced 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 : Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
225Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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 Mix 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
226Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
227Providing 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: M.S. tube (48.3x4mm).
22820 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
22962 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
230Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
231Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer.
232Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
233Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
234Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
235Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
236Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels: Granite of any clour and shade: Area of slab over than 0.50 Sqm.
237Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge (Note:- Butt hinges and necessary screws shall be paid separately): Second class teak wood: 35 mm thick shutter.
238Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Size- 125x64x2.50 mm.
239Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : Size- 250x10mm.
240Providing and fixing bright finished brass handles with screws etc. complete. Size- 150mm.
241Providing and fixing bright finished brass door latch with necessary screws etc. complete: Size- 250x10x5mm.
242Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes
243Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
244Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:- White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot restsW/C
245Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
246Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
247Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: MediumToilet/washroom.
248Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: MediumToilet/washroom.
249Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour: 600mm Towel railToilet/washroom.
250Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete, Flexible pipe, 40 mm dia
251Providing and fixing soil, waste and vent pipes, 100mm dia, Sand cast iron S&S pipe as per IS: 1729 pipe (4"x10")
25275mm dia, Sand cast iron S&S pipe as per IS: 1729pipe (3"x10")
253Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100 mm dia. Sand cast iron S&S as per IS - 1729
254Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100x100x100mm, Sand cast iron S&S as per IS – 1729.
255Providing and fixing terminal guard: 100 mm, Sand cast iron S&S as per IS – 1729.
256Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet, Sand cast iron S&S as per IS: 3989.
257Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
258Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gmsWash basin
259Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement: 20 mm cement plaster.
260Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick
261FIRST FLOOR
262Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Thermo-Mechanically Treated bars of grade Fe-500D or more
263Centering and shuttering including strutting, propping etc. and removal of works for:
264Lintels, beams, plinth beams, girders, bressumers and cantilever.
265Centering and shuttering including strutting, propping etc. and removal of works for:Column, pillars, piers, abutments, posts & struts.
266Centering and shuttering including strutting, propping etc. and removal of works for: Suspended floors, roofs, landings, balconies and access platform.
267Centering and shuttering including strutting, propping etc. and removal of works for: Edges of slabs and breaks in floors and walls.
268Reinforced 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 : Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
269Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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 Mix 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
270Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
271Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately): Second class teak wood.
272Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. Mix 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
273Providing 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.
274Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
27520mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
276Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement: 20mm cement plaster.
277Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement: 18 mm thick.
27862 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
279Providing and laying damp-proof course 40mm thick with cement concrete mix 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size).
280Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
281Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
282Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any clour and shade. Area of slab over tha 0.50 Sqm
283Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge (Note:- Butt hinges and necessary screws shall be paid separately): Second class teak wood: 35 mm thick shutter.
284Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : Size- 125x64x2.50 mm.
285Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete: Size- 250x10mm.
286Providing and fixing bright finished brass handle with necessary screws etc. complete: Size- 150mm.
287Providing and fixing bright finished brass door latch with necessary screws etc. complete: Size- 250x10x5mm.
288Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes
289Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4mmthickindoors,windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebateshallbemeasured).
290Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests W/C.
291Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
292Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
293Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing: Medium Toilet/ washroom.
294Providing and fixing Toilet paper Holder: Medium Toilet/ washroom.
295Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour: 600mm Towel rail Toilet/washroom.
296Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete, Flexible pipe: 40 mm dia
297Providing and fixing soil, waste and vent pipes: 100mm dia, Sand cast iron S&S pipe as per IS: 1729 pipe (4"x10").
298Providing and fixing soil, waste and vent pipes: 75mm dia, Sand cast iron S&S pipe as per IS: 1729pipe (3"x10")
299Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100 mm dia- Sand cast iron S&S as per IS – 1729.
300Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100x100x100mm- Sand cast iron S&S as per IS – 1729.
301Providing and fixing terminal guard:100 mm, Sand cast iron S&S as per IS – 1729.
302Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet, Sand cast iron S&S as per IS: 3989
303Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.
304Providing and fixing PTMT Bottle Trap for Wash basin and sink.
305Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
306Finishing walls with textured exterior paint of required shade: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
307Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
308Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
309Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
310Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
311Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank: (1000-2000) Litre Capacity.
312Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal works - exposed on wall:20mm nominal outer dia Pipes.
313Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement , trnching, refilling & testing of joints complete as per direction of Engineer in charge: External works: 25mm nominal outer dia.
314Supplying and fixing gun metal gate valve with CI wheel approved quality (screw end): 25 mm nominal bore.
315Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931: 15mm nominal bore.
316Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: 15mm nominal bore.
317SEPTIC TANK FOR EE BUILDING:
318Earth 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, lift upto 1.5 m, including getting out.
319Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:Mix 1:3:6 (1 cement: 3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal size.
320Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :
321Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more
322Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Mild teel and Medium Tensile steel bars.
323Centering and shuttering including strutting, propping etc. and removal of works for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
324Centering and shuttering including strutting, propping etc. and removal of works for: Suspended floors, roofs, landings, balconies and access platform.
325Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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) : 3 graded stone aggregate 20 mm nominal size).
32620mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
327Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal size.
328Providing and fixing soil, waste and vent pipes: 100mm dia Sand cast iron S&S pipe as per IS: 1729.
329Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100 mm dia- Sand cast iron S&S as per IS – 1729.
330Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
331INTERNAL ELECTRIFICATION/WIRING of EE BUILDING
332Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required: Long point wiring.
333Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
334Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
335Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
336Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
337a) 5/6 A switch
338b) 15/16 A switch
339c) 6 pin 15/16 A socket outlet
340d) 6 pin 15/16 A socket outlet
341e) Bell push
342Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
343a) 3 module (100mmx75mm)
344b) 6 module (100mmx75mm)
345Supplying and fixing brass batten/ angle holder including connection etc as required.
346Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
347Installation, testing andcommissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
348Installation of exhaust fan in the existing opening, including making goods the damage, connection, testing, commissioning etc. as required. 510mm sweep
349Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required.63A TP&N
350Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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. 8 way (4 + 24), Double door
351Supplying 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. Double pole
352Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63Amp
353Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required
354Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
355Providing and fixing 50 mm dia X 3.2 metres G.I. pipe (including accessories) complete with 50 mm X 50 mm X 6 mm angle iron bracket on wall and 75 mm X 90 mm shackle insulator with straps for house service connection including painting the angle and flat iron with primer and finish paint etc. as required.
356Supplying Installation fixing ABC DRY CHEMICAL POWDER Fire Extinguisher of 5"0 Kg trolley mounted confirming to IS: 217 and CO2 Cartridge confirming to IS: 4947 Powder Confirming to IS:4308"
357Supplying materials fabrication & erection of street light poles 4 metres high stepped made of lrcavy gauge )\4S pipe of a combination of 40 mm & 60 mm and l50 mm dia.with 300x300mm base plate fixed in grand with 0.25 metre concrete puff projecting0.5m outside the ground.
358Supplying, fitting and fixing of LED lightings complete inc. wiring: LED Street Light/Down Light (28-39) Watt.
359OVERHEAD WATER TANK SUPPLY:
360Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m:All kinds of soil.
361Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
362Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
363Filling 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 consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m.
364Centering and shuttering including strutting, propping etc. and removal ofworks for:
365a) Column, pillars, piers, abutments, posts & struts.
366b) Arches, domes, vaults up to 6 m span
367Providing 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: Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
368Reinforced 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 : Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
369Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with Mix 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) including mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specification.
370Providing 20 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
371Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement, trnching, refilling & testing of joints complete as per direction of Engineer in charge: 25mm nominal outer dia.
372Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536: 100 mm dia pipe.
373Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter Class I.
374Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.: 65 mm dia nominal bore.
375Supplying fitting & fixing water pump set seperated by A.C. 3 phase 440 volt grade.
376a) 3 HP 3 Phase
377b) 5 HP 3 Phase
378WATER FILTRATION CHAMBER
379Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
380Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel:
381Mix 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
382Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.
383Centering and shuttering including strutting, propping etc. and removal of works for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
384Providing 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: Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
385Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand): With modular bricks.
386Providing 20 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
387Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
388a) 65 mm dia nominal bore
389b) 40 mm dia nominal bore
390Providing and placing filter media of approved quality and as per specification, in the folter bed free from dirt and other impurities including carraige within 200m and forest royality all complete as directed:
391a) Sand
392b)Stone
393FENCING:
394Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
395Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:Mix 1:3:6 (1 cement:3 coarse sand (Zone III) : 6 graded stone aggregate 20mm nominal nsize.
396Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement: 6 coarse sand)
397Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more
398Filling 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 consolidating each deposited layer by ramming and watering, lead up 1to 50m and lift upto 1.5m.
399Centering and shuttering including strutting, propping etc. and removal of works for: Column, pillars, piers, abutments, posts & struts.
400Reinforced 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 : Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
401Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
402Structural 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.
40320mm cement plaster of mix.1:4 (1 cement : 4 fine sand)
404Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer.
405Finishing walls with textured exterior paint of required shad: New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
406Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
407Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
408CHOWKIDAR QUARTER:
409Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
410Filling 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 consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m.
411Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
412Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering:-All work up to plinth level: Mix 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources).
413Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: Cement mortar 1:6 (1 cement: 6 coarse sand)
414Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.
415Centering and shuttering including strutting, propping etc. and removal ofworks for:
416a) Foundation, footing, base of column, Pile cap, raft and mass concrete works etc.
417b) Lintels, beams, plinth beams, girders, bressumers and cantilever.
418c) Column, pillars, piers, abutments, posts & struts.
419d) Suspended floors, roofs, landings, balconies and access platform.
420Providing 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: Mix 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
421Reinforced 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: Mix 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
422Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
423Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
424Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
425Providing 20 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
42662 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
427Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. 50 mm thick in proportion 1:4:8 (1 cement: 4 coarse sand: 8 stone aggregates).
428Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
429Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement @ 3.3 kg/sqm including pointing the joints with cement and matching pigments etc., complete.
430Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)
431Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete :
432Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete: Size- 250x10mm
433Providing and fixing bright finished brass handles with screws etc. complete: Size- 150mm.
434Providing and fixing bright finished brass door latch with necessary screws etc. complete: Size- 250x10x5mm.
435Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: 5.5 mm thick glass panes.
436Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
437Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
438Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
439Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge: 15 mm nominal dia
440Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Oval shape 450x350 mm (outer dimensions).
441Providing and fixing Toilet paper Holder: Vitreous china type.
442Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour: 600 mm Towel rail.
443Providing and fixing kitchen sink including making all connections excluding cost of fittings. White glazed fire clay sink of size 600x450x250 mm Wash basin.
444Providing and fixing soil, waste and vent pipes
445a) 100mm dia Sand cast iron S&S pipe as per IS: 1729
446b) 75mm dia Sand cast iron S&S pipe as per IS: 1729
447Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete
448a) 100 mm dia Sand cast iron S&S as per IS - 1729
449b) 75 mm dia Sand cast iron S&S as per IS - 1729
450Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100x100x100mm, Sand cast iron S&S as per IS – 1729
451Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete:100x100x75 mm, Sand cast iron S&S as per IS - 1729
452Providing and fixing terminal guard : 100 mm Sand cast iron S&S as per IS - 1729
453Providing and fixing terminal guard : 75 mm Sand cast iron S&S as per IS - 1729, 75 mmdia. PVC cowl of ISI make
454Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989
455Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
456Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms
457Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer.
458Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm.
459Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work
460Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
461Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat).
462Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
463Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank: 1000 litre capacity.
464Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge: Internal works - exposed on wall:20mm nominal outer dia Pipes.
465Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fitting. This includes jointing of pipes and fitting, with one step CPVC solvent cement, trnching, refilling & testing of joints complete as per direction of Engineer in charge: External works: 25mm nominal outer dia.
466Supplying and fixing gun metal gate valvwith CI wheel approved quality (screw end): 25 mm nominal bore
467Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931: 15mm nominal bore.
468Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: 15mm nominal bore.
469Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931: 15mm nominal bore.
470SEPTIC TANK FOR CHOWKIDAR QUARTER:
471Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
472Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
473Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With modular bricks.
474Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more
475Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:Mild steel and Medium Tensile steel bars.
476Centering and shuttering including strutting, propping etc. and removal of works for: Lintels, beams, plinth beams, girders, bressumers and cantilever.
477Centering and shuttering including strutting, propping etc. and removal of works for: Suspended floors, roofs, landings, balconies and access platform: Thickness of floors/slab upto 200 mm.
478Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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 Mix 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
47920 mm cement plaster of mix. 1:4 (1 cement : 4 fine sand)
480Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: Mix 1:2:4 (1 cement:2 coarse sand (Zone III) : 4 graded stone aggregate 20mm nominal size.
481Providing and fixing soil, waste and vent pipes: 100mm dia Sand cast iron S&S pipe as per IS: 1729
482Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete: 100 mm dia- Sand cast iron S&S as per IS - 1729
483Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
484INTERNAL WIRING OF CHOWKIDAR QUARTER:
485Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required: Group C (Long point wiring):
486a) Light point
487b) Plug point
488c) PowerPlug point
489d) Ceiling fan
490e) Exhaust fan
491f) Calling bell
492Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
493Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
494Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
495Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required:
496a) 5/6 A switch
497b) 15/16 A switch
498c) 3 pin 5/6 A socket outlet
499d) 6 pin 15/16 A socket outlet
500e) Bell push
501Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required:
502a) 3 module (100mmx75mm)
503b) 6 module (100mmx75mm)
504Supplying and fixing brass batten/ angle holder including connection etc as required.
505Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
506Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
507Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 510mm sweep
508Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required:63A TP&N.
509Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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: 8 way (4 + 24), Double door.
510Supplying 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: Double pole.
511Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63Amp
512Earthing with copper earth plate 600 mm x 600 mm x 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
513Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing as required.
514BOREHOLE:
515Site Preparation
516Transportation of Rig Machine and accessories
517Construction of 1.20m wide footpath with average cutting for 0.50m including proper levelling and grade cleaning and removing of spoil upto 30m all lift.
518Drilling deep tube well through all types of formation (including hard rock formation) down to required depth using D.T.H. Rig Machine with suitable D.T.H. Hammer and bits etc. 200mm dia (8” inches)
519Providing and lowering charges of M.S. casing pipe for Bore well including supplying of jointing materials all complete as directed.
520Development of bore well with adequate air pressure for flushing etc. all complete as directed.
521Providing and supplying Submersible Pump set of 20HP complete as required including GST
522Providing and supplying of Submersible flat cable, 3core copper 6mm2 2x(153+50)=406.00
523Providing and supplying of stay (steel) wire. 2x(153+10)=326.00
524Installation of Pump including fitting, fixing testing and ommissioning etc. complete.
525Supplying,fitting and fixing suction pipes plain/bevel ended,conforming to relevant IS Codes of practice including supplying and fitting of accessories,lowering of assembly pipes concentrically in the casing pipes complete as directed. PVC PIPE OF SUPREME/PRINCE/ FUSION/ SFMC Brand or Equivalent: 50mm- Inside borewell.
526Supplying, fitting and fixing CPVC pipes with all necessary fittings of SUPREME/PRINCE/SFMC/ FUSION brand or equivalent,in exposed or in trenches including trenching and refilling the same etc.complete as directed. (f) 50mm dia: Ground to overhead water tank.
527Supply,installation,fitting and fixing of fully Automatic star delta starters in sheet steel ENCLOSURE 415V,3f
528Supply, fitting and fixing of H.R.C Fuse link for 415v,50Hz. L)400A
529Supplying,laying and jointing pvc insulated, armoured, heavy duty electric cable with alluminium conductor, 1100 volts grade conforming to I.S.:1554 (part-I): Sectional area 2.50 sqmm:Ditto sec area 25 sqmm.
530Supplying materials fabrication& erection of steet lights poles 4metres high stepped made of heavy gauge MS pipe of combination of 40mm & 60mm and 150mm dia: With 300x300mm base plate fixed in grand with 0.25 metre concrete puff projecting 0.5m outside the ground.
531Road Improvement along Umiam Concrete Dam Top, Road to Inspection Banglow, Office Complex
532Road Improvement Along the Umiam Concrete Dam Top, Umiam
533Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
534Prime Coat: High porosity: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification.
535Tack Coat Penetration Grade Bitumen (80/100): Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Tecnical Specification.
536Semi Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with Hot mix Plantusing crushed aggregates of specified grading as per table 500.14 (MoRTH specification) premixed and filler with bituminous binder transported to site upto a lead of 1000m, laid over a previously prepared surface with paver finisher to the required grade, level, alignment and rolled with smoothed wheel, vibratory and tandem roller to achieve the desired compaction as per Technical Specification. USING PENETRATION GRADE BITUMEN 80/100: Without Anti Stripping Agents: 10 mm nominal sizes aggregates.
537Seal Coat Type A Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification: By Manual Means: WithoutAnti Stripping Agent: Bitumen 80/100 grade.
538Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and specification to be installed by manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer instructions for installation as per Technical Specification.
539Road Improvement to the Office of the Executive Engineer, Hydraulic Structure Maintanence Division at Umiam.
540Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 30 mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification: By Manual means: In area of thorny jungle.
541Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
542Granular Sub-base with Well graded Material: By Mix in Place Method: Construction fo granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatro at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification: Grading II Material.
543Water Bound Macadum Sub-Base/ Base:
544WBM Grading II Providing, laying, spreading and compacting stone aggregatesofspecific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN staticrollerinstagestopropergradeandcamber,applyingandbrooming stone screeningbindingmaterialstofilluptheintersticesofcoarseaggregates,watering and compacting to the required density Grading 1asperTechnicalSpecification: By Manual Means.
545WBM Grading III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification: By Manual Means.
546Prime Coat High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification.
547Tack Coat Penetration Grade Bitumen (80/100) Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Tecnical Specification.
54820 mm thick Open Graded Premix Carpet using Bituminous Binder (penetration grade / modified bitumen) Providing, laying and rolling open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheeled 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification: By Manual Means: WithoutAnti Stripping Agent: Bitumen 80/100 grade.
549Seal Coat Type C Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification: By Manual Means: WithoutAnti Stripping Agent: Bitumen 80/100 grade.
550Construction of Subgrade and Earthen Shoulder Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement with lead upto 1000 m as per Technical Specification: Earthen Shoulder.
551Excavation for Structures: Earthwork for excavation of foundation of structure of structures upto 3 m depth as per drawing and technical specification including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material: By manual means: Ordinary rock (not requiring blasting).
552Bedding for Pipe. Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement concrete as per Clause 1105. Nominal mix 1:2:4.
553Providing and laying Reinforced Cement Concrete Pipe NP2 as per design in single row: Providing and laying reinforced cement concrete pipe NP2for culverts on first class bedding of granular materialin single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet as per Technical Specification: Single Row. 1200 mm dia.
554Bedding for Pipe: Type B (First Class) Bedding : Earth filling (Marshy soil).
555Stone Masonry Work in cement mortar in foundation of head walls complete as per drawing and Technical Specification: In mix 1:4 cement mortar
556Painting Two coats on New Concrete Surfaces: Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/concrete surfaces as per drawing and Technical Specification.
557Construction of hill side drains Construction of hill side drain in accordance with the requirement of specification true to lines and grade. Dimension and other particulars as per drawing and technical specification:
558a) Earthwork in excavation for structures as per drawing and Technical Specification: By Manual Means : Ordinary Rock Not Required Blasting.
559b) Plain cement concrete M15 grade, Nominal mix 1:2:4.
560c) Cement plaster 15mm thick 1:4 on stone masonry.
561Metal Beam Crash Barrier Type A- "W": Metal Beam Crash Barrier. Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 mm x 75 mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per T.S
562Road Improvement to IB Sumer.
563Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 30 mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. A. By Manual means: In area of thorny jungle.
564Dismantling of flexible pavements:Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
565Water Bound Macadum Sub-Base/ Base
566WBM Grading II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification: By Manual Means.
567WBM Grading III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification: By Manual Means
568Prime Coat High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification.
569Tack Coat Penetration Grade Bitumen (80/100) Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Tecnical Specification.
57020 mm thick Open Graded Premix Carpet using Bituminous Binder (penetration grade / modified bitumen) Providing, laying and rolling open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheeled 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification:
571Seal Coat Type C Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification: By Manual Means: WithoutAnti Stripping Agent: Bitumen 80/100 grade.
572Construction of Subgrade and Earthen Shoulder Construction of Subgrade and Earthen Shoulders with approved material obtained from borrows pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement with lead upto 1000 m as per Technical Specification. Earthen Shoulder
573Construction of hill side drains Construction of hill side drain in accordance with the requirement of specification true to lines and grade. Dimension and other particulars as per drawing and technical specification. Earthwork in excavation for structures as per drawing and Technical Specification: By Manual Means :
574a) Ordinary Rock Not Required Blasting
575b) Plain cement concrete M15 grade, Nominal mix 1:2:4.
576c) Cement plaster 15mm thick 1:4 on stone masonry
577ROAD IMPROVEMENT TO THE EXISTING LABORATORY & OFFICES, UMIAM.
578Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 30 mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. A. By Manual means: In area of thorny jungle.
579Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
580Water Bound Macadum Sub-Base/ Base
581WBM Grading II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification: By Manual Means
582WBM Grading III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification:By Manual Means
583Prime Coat High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification.
584Tack Coat Penetration Grade Bitumen (80/100) Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Tecnical Specification:
58520 mm thick Open Graded Premix Carpet using Bituminous Binder (penetration grade / modified bitumen) Providing, laying and rolling open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheeled 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification: By Manual Means: WithoutAnti Stripping Agent: Bitumen 80/100 grade.
586Seal Coat Type C Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification: By Manual Means: WithoutAnti Stripping Agent: Bitumen 80/100 grade.
587Construction of Subgrade and Earthen Shoulder Construction of Subgrade and Earthen Shoulders with approved material obtained from borrows pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement with lead upto 1000 m as per Technical Specification. Earthen Shoulder
588Excavation for Structures. Earthwork for excavation of foundation of structure of structures upto 3 m depth as per drawing and technical specification including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material: By manual means: Ordinary rock (not requiring blasting).
589Bedding for Pipe: Type A (Concrete Cradle) Bedding : Laying concrete cradle bedding with M15 Grade Cement concrete as per TS: Nominal mix 1:2:4
590Providing and laying Reinforced Cement Concrete Pipe NP2 as per design in single row: Providing and laying reinforced cement concrete pipe NP2for culverts on first class bedding of granular materialin single row including fixing collar with cement mortar 1:2 but excluding excavation ,protection works,backfilling,concrete and masonry works in head walls and parapet as per Technical Specification. Single Row: 600 mm dia.
591Bedding for Pipe: Type B (First Class) Bedding: Earth filling (Marshy soil).
592Painting Two coats on New Concrete Surfaces: Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered/concrete surfaces as per drawing and Technical Specification.
593Construction of hill side drain in accordance with the requirement of specification true to lines and grade. Dimension and other particulars as per drawing and technical specification: Earthwork in excavation for structures as per drawing and Technical Specification: By Manual Means:
594a) Ordinary Rock Not Required Blasting.
595b) Plain cement concrete M15 grade. Nominal mix 1:2:4
596c) Cement plaster 15mm thick 1:4 on stone masonry.
597Road Improvement to the HRDC OFFICE, Umiam.
598Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 30 mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification. A. By Manual means: In area of thorny jungle.
599Dismantling of flexible pavements: Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100m stacking of serviceable and unserviceable materials separately as per Technical Specification.
600Water Bound Macadum Sub-Base/ Base :
601WBM Grading II: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading-1 as per Technical Specification: By Manual Means
602WBM Grading III: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density Grading 1 as per Technical Specification: By Manual Means.
603Prime Coat: High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 - 1.20 kg /sqm using mechanical means as per Technical Specification.
604Tack Coat Penetration Grade Bitumen (80/100): Providing and applying tack coat with Penetration Grade (S-90) using bitumen pressure distributor at the specified rate of 0.50 Kg/sqm on the prepared WBM surface not primed, cleaned with hydraulic broom as per Tecnical Specification.
60520 mm thick Open Graded Premix Carpet using Bituminous Binder (penetration grade / modified bitumen) Providing, laying and rolling open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheeled 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification: By Manual Means: WithoutAnti Stripping Agent: Bitumen 80/100 grade.
606Seal Coat Type C: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification: By Manual Means: WithoutAnti Stripping Agent: Bitumen 80/100 grade.
607Construction of Subgrade and Earthen Shoulder: Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement with lead upto 1000 m as per Technical Specification: Earthen Shoulder
608MAJOR REPAIR OF CANTILIVER FOOTHPATH AT TOP OF CONCRETE DAM
609SLAB CULVERT
610Supplying fitting and placing HYSD bar reinforcment (Fe 415) in super structure complete as per drawing and technical specification:
611Providing and laying RCC in superstructure as per drawing and technical specification : RCC Grade M 20: Nominal mix 1:1.5:3: Height upto 5 m.
612FOOTPATH
613Providing and laying 65 mm thick C.C floor with metallic concrete hardener topping under layer of 50 mm thick cement concrete 1:2:4 ( 1 cement: 2 coarse sand:4 coarse aggregate of 20 mm and down) and top layer of 15 mm thick of metallic cement hardener consisting of mix 1:2 ( 1 cement hardener mix : 2 stone aggregate 6 mm and down) by volume with which metallic hardening compound of approved quality is mixed in the ratio of 4:1 ( 4 parts of cement: 1 part of metallic floor hardening compound of approved quality by weight) including finishing with curing complete as directed.
614Providing polished tiles of approved quality, size, shape of specified thickness on pavers over a base of 100 mm compacted sand gravel including cutting where necessary finished with flush pointing with Fix - A - Tile ( Choksey/ Sika / Pidilite / Rouf ) / white cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed: 60 mm thick Silicon paver.
615Construction of Rcc railing of M 25 grade in situ with 20mm nominal size aggregate, true to line and grade, tolerence of vertical Rsiling post not to exceeed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, as per approved drawings and Technical specifications:
616PARAPET WALL
617Drilling holes and laying of dowels bars 20 mm to 25mm into the rock not less than 75cm deep and keeping them protuding above the rock for not less than 45 times the diameter of the bar and properly embedding them into he rock by concreting complete as per drawing and technical spcification
618Supplying fitting and placing HYSD bar reinforcment (Fe 415) in super structure complete as per drawing and technical specification. (clauses1002, 1010 and 1202 MoRTH).
619Providing and laying RCC in superstructure as per drawing and technical specification: RCC M25: Height upto 5 m.
620Painting Two coats on New Concrete Surfaces: Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after thorough cleaning of surfaces to give an even shade as per drawing and Technical Specification.
6211. All amounts shall be in Rupees. 2. Use separate columns for each type of taxes. Other taxes means entry tax, octroi, exit tax or any other taxes as applicable.
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