Tender For Development Of New A Site Retail Outlet From Barapani Bridge To Hpc Ro Refilling Centre On Nh-06, Mawlai Mawiong-Rim, District: East Khasi Hills, State: Meghalaya, Pin - 793017 Under Guwahati Do Of Ioaod State Office., East Khasi Hills-Meghalaya

TDR : 54556063

Tender Notice
BOQ

12 Days Left

East Khasi Hills , Meghalaya

Tender Brief : Tender For Development Of New A Site Retail Outlet From Barapani Bridge To Hpc Ro Refilling Centre On Nh-06, Mawlai Mawiong-Rim, District: East Khasi Hills, State: Meghalaya, Pin - 793017 Under Guwahati Do Of Ioaod State Office.

Document Fees
Refer document

EMD
₹ 33000.0 /-

Tender Value
₹ 1.29 Crore /-

Submission Date
24-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	LAND DEVELOPMENT
2	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises
3	CONSTRUCTION OF SALES BUILDING
4	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
5	i) All kinds of Soil
6	Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
7	Filling 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, within premises and lift upto 1.5m
8	Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
9	i) Local Fine Sand within grading zone IV
10	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes providing & mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specifications. Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil
11	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
12	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
13	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
14	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
15	viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm)
16	Centering and shuttering including strutting, propping etc. and removal of form work for:
17	i) Foundations,footings,bases of column
18	Providing 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
19	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
20	Providing & Laying Reinforced 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 V LEVEL excluding cost of centering, shuttering, finishing and reinforcement :
21	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
22	Reinforced 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 staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)
23	Providing and laying RCC work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
24	Centering and shuttering including strutting, propping etc. and removal of form for :
25	i) Foundations,footings,bases of columns, etc. for mass concrete
26	v) Columns, Pillars, Piers, Abutments, Posts and Struts.
27	vii) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
28	viii) Suspended floors, roofs,landings balconies and access platform with water proof ply 12mm thick
29	ix) Lintels, beams, plinth beams, girders, bressumers cantilevers and with water proof ply 12mm thick
30	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
31	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
32	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
33	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
34	viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
35	Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks
36	Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
37	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length,jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover
38	Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement
39	Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) 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.
40	Providing & laying Ceramic Glazed floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry@ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc. complete.
41	Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption's less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified
42	i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4
43	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm 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 & polishing to edge to give high gloss finish etc. complete at all levels.
44	iv) Granite of any colour and shade having Area of slab over 0.50 sqm
45	25mm Thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
46	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.
47	ii) 110 mm diameter
48	Providing and laying cement plaster on surfaces with fine sand including curing etc.
49	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
50	Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc.
51	i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand)
52	40mm Thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4 stone aggregate of 20mm nominal size) finished with a floating cement coat of neat including cement slurry, but excluding the cost of nosing of steps etc. complete.
53	Painting top of roofs with residual type petroleum bitumen of grade VG10 of approved quality at 17kg per10sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil complete.
54	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
55	Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm)
56	Finishing walls with Deluxe Multi surface paint system for interiors & exteriors using Primer as per manufacturers specifications with two or more coats applied on wall @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm
57	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
58	Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm 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.
59	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white PVC 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:
60	i) W.C. pan with ISI marked white solid plastic seat and lid
61	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x 265 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 :
62	i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern
63	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :
64	i) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
65	Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
66	Providing and fixing toilet paper holder :
67	i) C.P. brass
68	Providing and fixing soil, waste and vent pipes :
69	i) 100mm dia Sand cast iron S&S pipe as per IS: 1729.
70	Providing 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 work - Exposed on wall
71	i) 15 mm nominal outer dia Pipes
72	ii) 20 mm nominal outer dia Pipes
73	iii) 25 mm nominal outer dia Pipes
74	v) 40 mm nominal outer dia Pipes
75	Providing and fixing B class G.I. pipes complete with G.I. fittings & clamps, i/c cutting & making good the walls etc. Internal work Exposed on wall.
76	ii) 20 mm nominal outer dia Pipes
77	iii) 25 mm nominal outer dia Pipes
78	Providing and fixing brass bib cock of approved quality :
79	i) 15 mm nominal bore
80	Providing and fixing brass stop cock of approved quality :
81	i) 15 mm nominal bore
82	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
83	i) 25 mm nominal bore
84	iii) 40 mm nominal bore
85	Providing & 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 :
86	i) 100mm inlet & 100mm outlet SCI S&S as per IS - 3989.
87	Providing 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
88	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixing all complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately)
89	i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections
90	iii) For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
91	Providing and fixing panelling or panelling and glazing in panelled or panelled & glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
92	ii) 12mm thick particle board with Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS:3097, Grade I
93	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):
94	ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm)
95	Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceilings, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge.
96	ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
97	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately).
98	Providing & fixing chromium plated brass 100mm mortice latch & lock with 6 levers & a pair of lever handles with necessary screws etc complete (best make of approved quality).
99	Providing & fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
100	i) 250x10 mm
101	ii) 200x10 mm
102	Providing & fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
103	i) 125 mm
104	Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
105	i) With stainless steel cover plate minimum 1.25 mm thickness
106	Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc. complete as per direction of Engineer-in-Charge.
107	i) Powder coated minimum thickness 50 micron aluminium tubular handle bar
108	Providing and fixing factory made 30mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75mm x 30mm having wall thickness 5mm. The styles, top & bottom rails shall have one side wall thickness of 15mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with MS tubes of size 33mm x 17mm x 1mm painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and rails with a cavity to receive single piece extruded 5mm PVC sheet as panel. The styles and rails shall be mitred cut and joint with help of PVC solvent cement and self tapping screws. Single piece extruded solid PVC lock rail of size 100mm x 30mm with wall thickness 5mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8mm complete as per manufacturer's specifications and direction of Engineer-in-charge
109	i) Non Decorative finish
110	CONSTRUCTION OF SEPTIC TANK & SOAK PIT
111	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
112	i) All kinds of Soil
113	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
114	Providing 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
115	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
116	Centering and shuttering including strutting, propping etc. and removal of form for :
117	iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
118	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
119	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
120	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
121	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
122	Providing and laying cement plaster on surfaces with fine sand including curing etc.
123	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
124	Providing Neat cement punning
125	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
126	viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
127	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
128	CONST. OF BOX CULVERT WITH OPEN DRAIN
129	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
130	i) All kinds of Soil
131	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
132	Providing 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
133	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
134	Centering and shuttering including strutting, propping etc. and removal of form for :
135	i) Foundations,footings,bases of columns, etc. for mass concrete
136	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
137	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
138	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
139	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
140	Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting,hoisting,fixing in position & applying a priming coat of approved steel primer etc. as required.
141	Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc.
142	i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand)
143	Providing Neat cement punning
144	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.
145	ii) 110 mm diameter
146	CONSTRUCTION OF DRIVEWAY, APPROACH & BUFFER STRIP
147	Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge.
148	i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
149	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge
150	Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL's specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. (Payment for provision of edge restraints shall be made separately)
151	ii) M40 grade 80 mm thick reflective type Lacquered finish
152	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
153	i) All kinds of Soil
154	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
155	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
156	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
157	Centering and shuttering including strutting, propping etc. and removal of form work for:
158	i) Foundations,footings,bases of column
159	Providing 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
160	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
161	Centering and shuttering including strutting, propping etc. and removal of form for :
162	i) Foundations,footings,bases of columns, etc. for mass concrete
163	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
164	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
165	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
166	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
167	Providing and laying cement plaster on surfaces with fine sand including curing etc.
168	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
169	Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight plaster having additives and light weight aggregates as vermiculite/perlite respectively conforming to IS:2547 (Part - I & II), applied on hacked / uneven background such as bare brick/ block/ RCC work on walls & ceiling at all floors and locations, finished in smooth line and level etc. complete. Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
170	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
171	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
172	CONSTRUCTION OF CANOPY OF 12M*16M SIZE
173	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
174	i) All kinds of Soil
175	Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
176	i) Local Fine Sand within grading zone IV
177	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
178	Providing 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
179	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
180	Centering and shuttering including strutting, propping etc. and removal of form for :
181	i) Foundations,footings,bases of columns, etc. for mass concrete
182	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
183	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
184	Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge :
185	v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
186	Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5
187	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty
188	ii) 150 mm dia. R.C.C. pipe
189	iv) 300 mm dia. R.C.C. pipe
190	Excavating trenches of required width for pipes, cables etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including taking out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place in all kinds of soil
191	iv) Pipes, Cable etc. > 80mm < 300m dia
192	Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge.
193	ii) Plain Sheet for Ridges (500 - 600mm).
194	iii) Plain sheet for Flashings/ Aprons (Upto 600 mm)
195	iv) Plain Sheet for Gutter (600 mm over all girth)
196	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.
197	iii) 160 mm diameter
198	Providing & fixing BARE Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of bare metal thickness 0.55 mm as per ASTM A446 having yield stress of 275mpa, surface shall have hot dip metallic coating of Aluminium Zinc alloy comprising of 55% aluminium,43.5% zinc & 1.5% silicon, Sheet shall have protective guard film of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m or as desired by Engineer-in-charge.
199	Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa & 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation & should be supplied in single length up to 6m (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure.
200	Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
201	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
202	iii) 3 Core x 1.5 sq. mm. (copper)
203	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
204	CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
205	vii) 3 Core x 2.5 sq. mm
206	Providing, fixing, testing and commissioning of FLP junction box of approved make for cable connection/ jointing.
207	i) For cables 2.5 to 4 sqmm XLPE / AYFY
208	S/F Under Canopy recess mounted Linear LED Lights
209	CONSTRUCTION OF DOUBLE SIDED HOARDING
210	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
211	i) All kinds of Soil
212	Filling 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, within premises and lift upto 1.5m
213	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
214	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
215	ii) 1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of 20mm)
216	Providing and laying cement plaster on surfaces with fine sand including curing etc.
217	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
218	Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
219	Painting on G.S. sheet with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade, 2 or more coats,including a coat of approved steel primer but excluding a coat of mordant solution
220	Centering and shuttering including strutting, propping etc. and removal of form work for:
221	i) Foundations,footings,bases of column
222	Supply and fixing of 30 W LED (Light Emitting Diode) light fixture with fittings and accessories for hoarding light purposes having IP65 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc.
223	CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
224	vi) 3 Core x 1.5 sq. mm.
225	vii) 3 Core x 2.5 sq. mm
226	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
227	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
228	i) 2 Core x 1.5 sq. mm. (copper)
229	Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following :
230	v) 25 x 3 mm GI strip
231	Supply & fixing of weatherproof 125 mm dia junction box (4 way entry) of BALIGA/CEAG-FCG/FLEXPRO/FEPL make including clamping arrangement, all complete as per specification & direction of Engineer In-charge.
232	TRANSPORTATION AND INSTALLATION OF TANKS
233	Transportation of equipment from one location to another location including enroute all taxes, levies and unloading/loading by a suitable vehicle exclusively for this purpose (In case of tank same shall be loaded by the tank fabrication contractor)
234	iii) 15/20 KL Tank with fittings : 0 - 30 Km
235	iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km
236	Installation of supplied 20 KL Tank as per specified drawings as per work description but excluding all works of kerb wall and Gasket for manhole including painting / doping with Shalimastic HD as applicable as per specifications complete. RCC works wherever mentioned shall be of grade M20
237	iv) In brick masonry pit with RCC matt under driveway including RCC top slab as per standard Drg. ENG/318. Manhole cover plates and frame to be paid separately .
238	Supply and Laying of 50 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling & back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125.
239	Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
240	i) Local Fine Sand within grading zone IV
241	Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5
242	Supply and installation of screwed type gun metal valves as per IOC specifications: Ball Valve
243	iii) S/I Screwed type GM Ball Valve of 50 mm dia
244	Supply & welding slip-on flanges conforming to IS2062 GrA, ANSI B16.5, Class#150 with 3 runs of weld outside and one run of weld inside the flanges as per specifications and standard Drg.enclosed herein
245	iii) S/W Slipon flanges of 50 mm dia. conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein
246	Making flanged joints between flanges slip on, blind and flange etc. including providing/supplying 3 mm thick permanite oil gasket, nuts, bolts, bonding with 3 mm dia copper wire etc.complete as per IOCL specifications.
247	i) Making Flange joint between Slip on,blind and flange etc.of 100mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding
248	Supplying and installation of the following threaded coupling
249	i) 80 mm dia Aluminium camlock coupling - Male only
250	Supply and installation of ‘U’ type CS bend on the vent pipes including painting as per specifications and supplying and brazing wire mesh of 11 mesh per linear centi-meter of non-corrosive metal in two layers on both ends.
251	i) Supply & installation of U type CS bend on vent pipe of 80 mm dia
252	Providing stainless steel wire mesh 32 SWG, 11 mesh per linear cm of of non corrosive metal in two layers on existing vent hoods ‘U’ type (on both ends) including brazing, etc. complete
253	i) 32SWG SS wire mesh both sides of existing U vent hood 80mm dia
254	Supply and fixing Pressure Vacuum Valves of 2 inches for fixing to the Vent Pipes of Underground MS tanks. The valve should be in closed position at normal operating pressure of the tank. The Valve shall be capable for activation at set pressure of 3\\" ± 0.5 water column to release excess pressure of tank to the atmosphere and open at vacuum of 8\\" ± 2.0 water column to induce the atmosphere pressure to the tank. PV valve should be diaphragm of dead weight or spring loaded type or combination of any. The weight of the PV valve shall not exceed 2.0 kg. top of the valve shall be provided with cover/cap/ weather hood to prevent the entry of rain water. Valve material,Cover and adopter shall be of Aluminium/polypropylene, diaphragm if used should be of Neoprene, O ring should be of rubber/neoprene, Net/Mesh Pressure puppet ,Vacuum puppet,screws and spring should be of stainless steel. Suitable adopter with one end fitted with valve and the other end should have threading for fixing on Vent pipe of 40mm. PV valves shall have: UL 842 certification of CARB approval or test certificate from any Govt.lab. PV valve shall have PESO approval.
255	Supply, fabrication, laying and testing of MS black, ERW welded, pipes, heavy class conforming to IS 1239, PART I as per IOCL specifications including pipeline fittings like bends, tee etc as required and as directed for Underground pipeline with doping
256	ii) S/L Welded U/G HD MS Pipes of 80mm dia with fittings,doping
257	iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping
258	iii) S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting
259	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
260	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
261	Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
262	Providing and fixing of square composite (FRP) Manhole Cover with frame D400 with 40T load bearing capacity, all complete and as per drawing, specification and direction of Engineer-in-charge. Note: Diameter would be clear opening of cover.
263	iii) 900 X 900 mm
264	Providing and fixing of lifting handle foot lever for use with flat sealed cover and trench panels of OPW Fiberlite or equivalent make make as per specification and direction of Engineer in charge.
265	CONSTRUCTION OF PUMP ISLAND & DU INSTALLATION
266	Transportation of equipment from one location to another location including enroute all taxes, levies and unloading/loading by a suitable vehicle exclusively for this purpose (In case of tank same shall be loaded by the tank fabrication contractor)
267	xi) MPD/MPP pumps upto 2 nos., 0-30 Km
268	xii) MPD/MPP pumps upto 2 nos., Add extra for every additional Km above 30km
269	vii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos,0-30 Km
270	viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km
271	Installation of supplied Multi Product Pumps / Dispensers on pump island as per manufacturers installation manual, drawings, including supplying, providing necessary frame of ISMC 100, foundation bolts, supplying and filling required quantity of dry sand in pit(s) below the pump
272	i) 2 product - 4 nozzle MPPs/MPDs
273	Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge
274	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
275	i) All kinds of Soil
276	Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
277	i) Local Fine Sand within grading zone IV
278	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
279	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
280	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
281	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
282	Centering and shuttering including strutting, propping etc. and removal of form for :
283	i) Foundations,footings,bases of columns, etc. for mass concrete
284	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
285	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
286	viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
287	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm 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 & polishing to edge to give high gloss finish etc. complete at all levels.
288	iv) Granite of any colour and shade having Area of slab over 0.50 sqm
289	Supplying and fixing of 10mm thick mirror polished black granite tiles for pump island edges etc. over 12mm thick CM 1:4 including cost of all materials and labour etc. complete.
290	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
291	iii) 3 Core x 1.5 sq. mm. (copper)
292	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
293	CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
294	vi) 3 Core x 1.5 sq. mm.
295	vii) 3 Core x 2.5 sq. mm
296	Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make
297	ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
298	CONSTANT VOLTAGE TRANSFORMER Supplying, installation, testing and commissioning of single phase, air cooled constant voltage transformer of approved make having input voltage range of 180-260V and output voltage of 220/230V with sine wave output wave form and having automatic current limiting and short circuit protection including all accessories complete (for displays) for the following VA ratings.
299	iii) 500VA CVT
300	iv) 5KVA stabilizer
301	PROVIDING INTERNAL WIRING
302	ii) Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
303	Chemical Earthing with Copper Bonded Rod suitable for current carrying capacity of 15kA for 1 second - Supply of chemical earthing Cu Bonded High Tensile Low Carbon Steel Rod of dia not less than 17mm electrode complying to UL 467 Requirements & suitable for current carrying capacity of 15kA for 1 second, exothermic welded & 3Mtr long
304	Supply and Installation of 16 SWG MS/GI powder coated weather proof Earthing Box of following size with door and locking arrangement with lock and key. Box to be mounted on ISA 40x40x5 (Painted with black synthetic enamel paint) frame having 2 legs of length 800 mm (500 mm above ground and 300 mm below ground which is to be grouted with PCC 1:2:4). Bottom of box should have opening for incoming earth GI strips all complete, as per specification and direction of Engineer-in-charge. Note: EARTHING BOX in RED should be boldly written over the box. The box should have a hood at the top extending outwards such that no water should seep through inside the box during rainy season to avoid rusting.
305	i) 50 x 10mm G.I. Strip
306	ii) 32 x 6 mm G.I.strip
307	v) 25 x 3 mm GI strip
308	PROVISION OF ELECTRIC PANEL & ALLIED ELECTRICAL WORKS
309	PANEL BOARDS AND DISTRIBUTION BOARDS Supply, installation, testing and commissioning of cubicle type power and motor control centre panel fabricated out of 14 SWG sheet steel undergone 7 tank process,dust & vermin proof, floor mounting type, suitable for indoor use having cable entry from the bottom and having following specific components complete, control wiring etc. as per enclosed standard drawing. Any other components/hardware required to complete the panels but not mentioned here shall also be provided. Note: Both incomers should have mechanical interlock for proper & safe operation. The MCCB used for incomer feeder shall have short circuit, overload and earthfault protection and also shunt coil for ESD operation. The Bus Bar support shall be DMC/ SMC/Epoxy moulded. All equipment/components shall be mounted logically to have free access for maintenance, tightening of connections & visual inspection. All the metering equipment shall be Digital & mounted on the panel and size of meter shall be 96 mm x 96 mm. The Bus Bar shall be provided with heat shrunk PVC sleeves & all power terminals shall be stud type with properly shrouding to avoid accidental contact. Neoprene type gasket shall be provided at the doorof the panel. The enclosure of the Panel shall have IP52 degree of protection. 2 Nos earth terminal shall be provided at the Panel frame with extension link for earthing connections. Painting:The under surface shall be prepared by applying a coat of phosphate paint and coat of yellow zinc chromate primer. The under surface shall be made free from all imperfections before undertaking the finishing coat. After preparation of the under surface, the switchboard shall be spray painted with two coats of epoxy based final paint or shall be powder coated. Colour shade of final paint shall be RAL 7032.
310	Medium RO, Standard drawing No. ENG/IOCL/PDIL-2. List of Componets are: (a) 1 No. MCCB (3P+N) of 100 A, 35 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-100A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 100 A, Manually Operated Change over switch suitable for connection of Mains supply and 30 KVA DG Set /5 KW Solar system with required No. of MCCB (100 A,35 KA,3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 100A, 35 KA with UV coil O/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 100/5 A CL1 10VA Current Transformers ; PT (50 VA) along with 2 A control fuse link and 1 No. 6A , SP, Control MCB (g) 1 No DP MCB of 40 A, 10 KA for supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 125 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 9 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 3 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-3 (o) 8 Nos TP MCB of 16 A, 10 KA & 1 Nos TP MCB of 25 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement of IOCL.
311	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
312	xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
313	PROVIDING INTERNAL WIRING
314	i) Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
315	Providing following point wiring with standard wire/ cable, plug, fittings, with suitable sockets, suitable GI box with front plate etc. complete, to include circuits from distribution boards to individual point boards, suitable PVC casing capping and required accessories pulling of wires, etc. complete.
316	i) Supplying and drawing following 2 pair 0.5 sq mm FR PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.
317	Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make
318	i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire
319	ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
320	iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire
321	iv) 2 x 6 sq mm + 1 x 6 sq mm earth wire
322	SWITCHES, FUSES, MCBS, ELCBS ETC Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved including flush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer's specification and direction of Engineer In-charge.
323	viii) 15 A Modular switch
324	xii) Fan Regulator of stepped modular type
325	Supply and Installation of Flame Proof ESD Push Button
326	CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type:
327	iii) 1200 mm sweep
328	EXHAUST FANS Supply and fixing of exhaust fan including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. (The job does not include making suitable cut out in the wall for fixing the fan).
329	ii) 9\\" dia light duty, make Khaitan or equivalent
330	Air compressor Supply and installation of horizontal air compressor assembly with delivery pressure of 12 kg/sq cm equipped with pressure gauge, non- return/safety/drain/delivery valves, automatic cut-off switch and suitable electrical connections & all standard accessories, including civil works:
331	iii) Horizontal air compressor Assembly of 5 HP (160-220 LITRES) including civil works
332	Tyre Inflator Supply & installation of Digital tyre inflator which is microprocessor based, automatic air pressure controller with solenoid controlled nozzle for automatic fill and release functions. Complete with weather proof cabinet, 3 digit LED displays with backlight illuminations i.e. one for actual tyre pressure and another for set pressure. Air filter, remote controller, cables, PVC hose pipe and working pressure upto 10bar (Excluding civil work for foundation,etc.)
333	Supplying and fixing of MV Lightining Arrestor horn gap type as required
334	Providing & fixing flexible copper cable PVC insulated of 16sqmm for connecting the earth grid/earth strip with the crocodile clip i/c cost of 1 no. crocodile clip (for tanker earthing & other job)
335	Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc
336	i) Electrical insulating mats made of PVC Elastomer 3mm Thick & 1 mtr wide near swichboards, etc as per direction of Engineer In charge. Mat should conform to IS 15652 Class A - suitable for safe working voltage of upto 33 kV. Test certificate to be provided with supply. Mat's top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip. Mat's top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip.
337	iv) 11 KV grade hand gloves, ISI mark
338	Formation of lighting protection arrangement with supply of 1.0 M height spike and erection at top most portion of structure/building and connecting the same to earthpit by 40x6mm GI strip (excluding supply and laying of GI strip)
339	SUPPLY AND INSTALLATION OF YARD LIGHTS
340	Supply & laying of Heavy Duty type, High compression strength, IP 67 rated (DWC) Double wall corrugated HDPE Conduits as per IS:14930/ IS:16205. Laying includes with GI pull wires inside the conduits & necessary ends to be filled with sealants, of all complete and as per drawing & specification.
341	ii) 63 mm OD / 50 mm ID
342	Excavating trenches of required width for pipes, cables etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including taking out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place in all kinds of soil
343	iv) Pipes, Cable etc. > 80mm < 300m dia
344	Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5
345	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
346	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
347	xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
348	CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
349	vii) 3 Core x 2.5 sq. mm
350	Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following :
351	v) 25 x 3 mm GI strip
352	OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) :
353	ii) S/E of 9 Meter high galvanised Octagonal pole with top 90mm(A/F), bottom 158mm (A/F), made up of 3mm thick plate having a base plate of size 285 x 285 x 16 with double arm 1500mm long bracket arm made up of 48 O.D. pipe with EN grade galvanised foundation bolts & anchor plate on suitable concrete foundation as per standard drawings enclosed herein (Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. Of 250W Metal halide luminaries (on opposite sides)
354	i) S/E of 7 Meter high galvanised Octagonal pole with top 70mm (A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 220 x 220 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanised foundation bolts and anchor plate on suitable concrete foundation as per standard drawings enclosed herein(Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides)
355	Supply, fitting, fixing of arm bracket, tubular type, 38mm/50mm dia on pole including painting, all complete.
356	ii) S/E Arm \\" Y \\" bracket 38/50mm dia on pole, as per specifications and direction of Engineer in charge
357	Supplying & drawing inside the poles 3 core 2.5 sq.mm PVC insulated flexible copper conductor, fixing of junction box at the pole base (excluding supply of JB), making all connections on both ends, all complete as per specification and direction of Engineer In-charge.
358	i) \\"Y\\" Pole
359	ii) \\"L\\" Pole
360	Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc.
361	i) All kinds of Soil
362	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
363	Providing 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
364	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
365	Centering and shuttering including strutting, propping etc. and removal of form for :
366	i) Foundations,footings,bases of columns, etc. for mass concrete
367	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
368	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
369	STANDARD DISPLAY BOARD-EGRESS SIDE
370	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
371	i) All kinds of Soil
372	Filling 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, within premises and lift upto 1.5m
373	Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying & curing, excluding the cost of centering, shuttering finishing including cost of curing, admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge, ALL WORKS UPTO PLINTH LEVEL. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.
374	i) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum
375	Providing 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
376	i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm
377	Centering and shuttering including strutting, propping etc. and removal of form for :
378	i) Foundations,footings,bases of columns, etc. for mass concrete
379	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
380	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
381	Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge :
382	i) 12mm dia x 300mm long with 75 mm dia x 3 mm thick plate
383	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm 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 & polishing to edge to give high gloss finish etc. complete at all levels.
384	iv) Granite of any colour and shade having Area of slab over 0.50 sqm
385	Steel 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 welded and bolted with special shaped washers etc. complete.
386	i) Hot finished welded type tubes
387	Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceilings, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge.
388	ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
389	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
390	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
391	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
392	Excavating trenches of required width for pipes, cables etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including taking out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place in all kinds of soil
393	i) Pipes,cables etc. not exceeding 80mm dia
394	CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
395	vii) 3 Core x 2.5 sq. mm
396	Supply & Fixing of Weatherproof (IP-65) Thermoplastic Cable Junction Box with terminal block fitted inside the box suitable for following cable sizes.
397	i) for 2.5 sq.mm. cable entry size with 9 terminals
398	Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watt, having IP65 protection class with Pressure Die Cast Aluminium housing & with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers and accompany LM79 / IS 16106 test reports and reference/batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminarie etc.
399	STANDARD DISPLAY BOARD-INGRESS SIDE
400	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600
401	i) All kinds of Soil
402	Filling 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, within premises and lift upto 1.5m
403	Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying & curing, excluding the cost of centering, shuttering finishing including cost of curing, admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge, ALL WORKS UPTO PLINTH LEVEL. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.
404	i) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum
405	Providing 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
406	i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm
407	Centering and shuttering including strutting, propping etc. and removal of form for :
408	i) Foundations,footings,bases of columns, etc. for mass concrete
409	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
410	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
411	Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge :
412	i) 12mm dia x 300mm long with 75 mm dia x 3 mm thick plate
413	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm 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 & polishing to edge to give high gloss finish etc. complete at all levels.
414	iv) Granite of any colour and shade having Area of slab over 0.50 sqm
415	Steel 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 welded and bolted with special shaped washers etc. complete.
416	i) Hot finished welded type tubes
417	Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut aluminium sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceilings, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia, at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and expandable plastic sleeves in holes etc. complete as per direction of Engineer-in-charge.
418	ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
419	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
420	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items
421	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
422	Excavating trenches of required width for pipes, cables etc including excavation for sockets & dressing of sides, ramming of bottoms,depth upto 1.5m including taking out excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing surplus excavated soil as directed, within or outside site at unobjectionable place in all kinds of soil
423	i) Pipes,cables etc. not exceeding 80mm dia
424	CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
425	vii) 3 Core x 2.5 sq. mm
426	Supply & Fixing of Weatherproof (IP-65) Thermoplastic Cable Junction Box with terminal block fitted inside the box suitable for following cable sizes.
427	i) for 2.5 sq.mm. cable entry size with 9 terminals
428	Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watt, having IP65 protection class with Pressure Die Cast Aluminium housing & with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer in charge. The LED shall be operating under voltage range of 140-270V with power factor more than 0.9. CCT(Correlated Colour temperature) shall be 5700 Kelvin (5665 K +/- 355 K), CRI (Colour rendering index) not less than 65. LED efficacy should be minimum 100 lumens/watt. The driver shall be of constant volt & constant current type with internal surge protection. Each lot of Fittings shall have serial numbers and accompany LM79 / IS 16106 test reports and reference/batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of at least 72 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminarie etc. Please Enable Macros to View BoQ information

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Tender For Development Of New A Site Retail Outlet From Barapani Bridge To Hpc Ro Refilling Centre On Nh-06, Mawlai Mawiong-Rim, District: East Khasi Hills, State: Meghalaya, Pin - 793017 Under Guwahati Do Of Ioaod State Office., East Khasi Hills-Meghalaya

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Tender For Development Of New A Site Retail Outlet From Barapani Bridge To Hpc Ro Refilling Centre On Nh-06, Mawlai Mawiong-Rim, District: East Khasi Hills, State: Meghalaya, Pin - 793017 Under Guwahati Do Of Ioaod State Office., East Khasi Hills-Meghalaya

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