Tender For Development Of New A Site Retail Outlet At Within 5 Km Of Kathiatoli Chariali Towards Borghat Chowk On Lhs On New Nh-27 (Old Nh-36) Village: Sutar Gaon, Dist.- Nagaon, Assam., Nagaon-Assam

TDR : 55204367

Tender Notice
BOQ

7 Days Left

Nagaon , Assam

Tender Brief : Tender For Development Of New A Site Retail Outlet At Within 5 Km Of Kathiatoli Chariali Towards Borghat Chowk On Lhs On New Nh-27 (Old Nh-36) Village: Sutar Gaon, Dist.- Nagaon, Assam.

Document Fees
Refer document

EMD
Refer document

Tender Value
Refer document

Submission Date
30-04-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	LAND DEVELOPMENT
2	Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place.
3	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
4	CONSTRUCTION OF SALES BUILDING :
5	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
6	i) All kinds of Soil
7	Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
8	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
9	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.
10	i) Local Fine Sand within grading zone IV
11	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
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 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.
42	iv) Granite of any colour and shade having Area of slab over 0.50 sqm
43	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)
44	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.
45	ii) 110 mm diameter
46	Providing and laying cement plaster on surfaces with fine sand including curing etc.
47	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
48	Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc.
49	i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand)
50	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.
51	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.
52	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
53	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)
54	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
55	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.
56	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.
57	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:
58	i) W.C. pan with ISI marked white solid plastic seat and lid
59	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 :
60	i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern
61	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 :
62	i) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
63	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.
64	Providing and fixing toilet paper holder :
65	i) C.P. brass
66	Providing and fixing soil, waste and vent pipes :
67	i) 100mm dia Sand cast iron S&S pipe as per IS: 1729.
68	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
69	i) 15 mm nominal outer dia Pipes
70	ii) 20 mm nominal outer dia Pipes
71	iii) 25 mm nominal outer dia Pipes
72	v) 40 mm nominal outer dia Pipes
73	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.
74	ii) 20 mm nominal outer dia Pipes
75	iii) 25 mm nominal outer dia Pipes
76	Providing and fixing brass bib cock of approved quality :
77	i) 15 mm nominal bore
78	Providing and fixing brass stop cock of approved quality :
79	i) 15 mm nominal bore
80	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
81	i) 25 mm nominal bore
82	iii) 40 mm nominal bore
83	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 :
84	i) 100mm inlet & 100mm outlet SCI S&S as per IS - 3989.
85	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
86	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)
87	i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections
88	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)
89	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 :
90	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
91	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):
92	ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm)
93	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.
94	ii) Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron)
95	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).
96	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).
97	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 :
98	i) 250x10 mm
99	ii) 200x10 mm
100	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 :
101	i) 125 mm
102	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.
103	i) Powder coated minimum thickness 50 micron aluminium tubular handle bar
104	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
105	i) Non Decorative finish
106	CONSTRUCTION OF SEPTIC TANK & SOAK PIT
107	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
108	i) All kinds of Soil
109	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
110	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
111	Centering and shuttering including strutting, propping etc. and removal of form for :
112	iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)
113	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
114	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
115	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
116	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
117	Providing and laying cement plaster on surfaces with fine sand including curing etc.
118	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
119	Providing Neat cement punning
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	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
122	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
123	CONST. OF BOX CULVERT WITH OPEN DRAIN:
124	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
125	i) All kinds of Soil
126	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
127	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
128	Centering and shuttering including strutting, propping etc. and removal of form for :
129	i) Foundations,footings,bases of columns, etc. for mass concrete
130	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
131	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
132	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
133	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
134	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.
135	Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc.
136	i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand)
137	Providing Neat cement punning
138	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.
139	ii) 110 mm diameter
140	DRIVEWAY, APPROACH & BUFFER STRIP:
141	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.
142	i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
143	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
144	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)
145	ii) M40 grade 80 mm thick reflective type Lacquered finish
146	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
147	i) All kinds of Soil
148	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
149	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
150	Centering and shuttering including strutting, propping etc. and removal of form work for:
151	i) Foundations,footings,bases of column
152	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
153	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
154	Centering and shuttering including strutting, propping etc. and removal of form for :
155	i) Foundations,footings,bases of columns, etc. for mass concrete
156	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
157	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
158	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
159	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
160	Providing and laying cement plaster on surfaces with fine sand including curing etc.
161	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
162	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
163	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
164	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.
165	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge.
166	CONSTRUCTION OF AD Lane
167	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.
168	i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
169	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
170	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
171	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)
172	ii) M40 grade 80 mm thick reflective type Lacquered finish
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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
174	i) All kinds of Soil
175	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
176	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
177	Centering and shuttering including strutting, propping etc. and removal of form work for:
178	i) Foundations,footings,bases of column
179	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
180	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
181	Centering and shuttering including strutting, propping etc. and removal of form for :
182	i) Foundations,footings,bases of columns, etc. for mass concrete
183	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
184	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
185	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
186	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
187	Providing and laying cement plaster on surfaces with fine sand including curing etc.
188	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
189	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
190	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
191	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.
192	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge.
193	CONSTRUCTION OF CANOPY
194	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
195	i) All kinds of Soil
196	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.
197	i) Local Fine Sand within grading zone IV
198	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
199	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
200	Centering and shuttering including strutting, propping etc. and removal of form for :
201	i) Foundations,footings,bases of columns, etc. for mass concrete
202	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
203	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
204	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 :
205	v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
206	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
207	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
208	ii) 150 mm dia. R.C.C. pipe
209	iv) 300 mm dia. R.C.C. pipe
210	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
211	iv) Pipes, Cable etc. > 80mm < 300m dia
212	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.
213	ii) Plain Sheet for Ridges (500 - 600mm).
214	iii) Plain sheet for Flashings/ Aprons (Upto 600 mm)
215	iv) Plain Sheet for Gutter (600 mm over all girth)
216	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.
217	ii) 110 mm diameter
218	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.
219	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 and 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 continues 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 and 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.
220	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:
221	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
222	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
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	vii) 3 Core x 2.5 sq. mm
225	Providing, fixing, testing and commissioning of FLP junction box of approved make for cable connection/ jointing.
226	i) For cables 2.5 to 4 sqmm XLPE / AYFY
227	Supply and fixing of Linear Recessed mounted LED (Light Emitting Diode) Light fittings of size 2400mm and 80 Watt, having IP 65 protection class with Pressure Die Cast Aluminium housing and with Polycarbonate diffuser of approved make or equivalent as per direction of Engineer-in-charge. High Efficiency Translucence(HET) diffuser. Colour Rendering Index CRI>80, Temp-0 to 45 Deg C, Driver efficiency>85%, THD < 10%, CCT- 6500 K Powerfactor>0.95, Surge protection-2 kV, Multistage Isolated Constant Current-Constant Voltage operated driver with range 140-270V AC and Safety Extra Low Voltage Safe level < 60V DC as per IEC standard, Luminaire lumen ≥ 2100lm. Each lot of Fittings shall have serial numbers & 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
228	CONSTRUCTION OF DOUBLE SIDED HOARDING :
229	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
230	i) All kinds of Soil
231	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
232	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
233	ii) 1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of 20mm)
234	Providing and laying cement plaster on surfaces with fine sand including curing etc.
235	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
236	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:
237	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
238	Centering and shuttering including strutting, propping etc. and removal of form work for:
239	i) Foundations,footings,bases of column
240	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.
241	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.
242	vi) 3 Core x 1.5 sq. mm.
243	vii) 3 Core x 2.5 sq. mm
244	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
245	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
246	i) 2 Core x 1.5 sq. mm. (copper)
247	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 :
248	v) 25 x 3 mm GI strip
249	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.
250	TRANSPORTATION AND INSTALLATION OF TANKS
251	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)
252	iii) 15/20 KL Tank with fittings : 0 - 30 Km
253	iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km
254	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
255	iii) In brick masonry pit with RCC strip under driveway including RCC top slab as per standard Drg. ENG/317. Manhole cover plates and frame to be paid separately .
256	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.
257	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.
258	i) Local Fine Sand within grading zone IV
259	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
260	Supply and installation of screwed type gun metal valves as per IOC specifications: Ball Valve
261	iii) S/I Screwed type GM Ball Valve of 50 mm dia
262	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
263	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
264	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.
265	i) Making Flange joint between Slip on,blind and flange etc.of 100mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding
266	Supplying and installation of the following threaded coupling
267	i) 80 mm dia Aluminium camlock coupling - Male only
268	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.
269	i) Supply & installation of U type CS bend on vent pipe of 80 mm dia
270	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
271	i) 32SWG SS wire mesh both sides of existing U vent hood 80mm dia
272	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.
273	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
274	ii) S/L Welded U/G HD MS Pipes of 80mm dia with fittings,doping
275	iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping
276	iv) S/L Welded U/G HD MS Pipes of 40mm dia with fittings,doping
277	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
278	i) All kinds of Soil
279	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
280	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
281	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
282	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
283	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
284	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
285	Centering and shuttering including strutting, propping etc. and removal of form for :
286	i) Foundations,footings,bases of columns, etc. for mass concrete
287	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
288	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
289	Providing and laying cement plaster on surfaces with fine sand including curing etc.
290	ii)12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)
291	Providing Neat cement punning
292	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.
293	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
294	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:
295	CONST.OF PUMP ISLAND & DU INSTALLATION:
296	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)
297	xiii) MPD/MPP pumps - (3 nos. up to 6 nos. pumps), 0-30 Km
298	xiv) MPD/MPP pumps - : (3 nos. up to 6 nos. pumps), Add extra for every additional Km above 30km
299	ix) Mono/Duo pump/Air Comp/STP/All other pumps - (3 nos. up to 6 nos. pumps), 0-30 Km
300	x) Mono/Duo pump/Air Comp./STP/All other pumps - (3 nos. up to 6 nos. pumps), Add extra for every additional Km above 30km
301	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
302	i) 2 product - 4 nozzle MPPs/MPDs
303	Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge
304	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
305	i) All kinds of Soil
306	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.
307	i) Local Fine Sand within grading zone IV
308	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
309	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
310	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
311	Centering and shuttering including strutting, propping etc. and removal of form for :
312	i) Foundations,footings,bases of columns, etc. for mass concrete
313	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
314	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
315	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
316	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.
317	iv) Granite of any colour and shade having Area of slab over 0.50 sqm
318	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.
319	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
320	iii) 3 Core x 1.5 sq. mm. (copper)
321	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
322	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.
323	vi) 3 Core x 1.5 sq. mm.
324	vii) 3 Core x 2.5 sq. mm
325	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
326	ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
327	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.
328	iii) 500VA CVT
329	PROVIDING INTERNAL WIRING
330	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.
331	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
332	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 :
333	i) 50 x 10mm G.I. Strip
334	ii) 32 x 6 mm G.I.strip
335	v) 25 x 3 mm GI strip
336	ELECTRIC PANEL & ALLIED ELECTRICAL WORKS
337	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.
338	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.
339	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
340	xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
341	PROVIDING INTERNAL WIRING
342	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.
343	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.
344	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.
345	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
346	i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire
347	ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
348	iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire
349	iv) 2 x 6 sq mm + 1 x 6 sq mm earth wire
350	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.
351	iii) 4 module frame
352	viii) 15 A Modular switch
353	xi) 2 Pin Telephone Modular Socket
354	xii) Fan Regulator of stepped modular type
355	Supplying & fixing of approved make 4 pole change over switch in steel sheet enclosure with side handle operation onload type grouting in C.C. Complete as per direction of Engineer-In-Charge.
356	iii) 100 Amps., 4 Pole
357	Supply and Installation of Flame Proof ESD Push Button
358	MCB DISTRIBUTION BOARD INCLUSIVE OF 3- PHASE MCB Supply & fixing of MCB Distribution Board double door type inclusive of MCB, Three Phase, as per Approved Make of following types: (MCB - 10KA Breaking Capacity)
359	i) S/E 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming - 1No.& 6 to 16A SP as outgoing - 4 Nos. for each phase.
360	CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type:
361	iii) 1200 mm sweep
362	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).
363	ii) 9\\" dia light duty, make Khaitan or equivalent
364	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:
365	iii) Horizontal air compressor Assembly of 5 HP (160-220 LITRES) including civil works
366	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.)
367	Supplying and fixing of MV Lightining Arrestor horn gap type as required
368	Supply of Galvanised Fire buckets of 9 litre capacity, painted white inside and red outside with letters 'fire' in black, conforming to IS 2546-1974.
369	Supplying Fire bucket stand- 4 buckets hanging arrangement 1 meter height, made of 50x50x6mm angle frame, painted with 2 coats of primer and 2 coats of Red, synthetic enamel paint.
370	Supplying and fixing of 4.5kg CO2 fire extinguisher of approved make Conforming to IS 15683, portable high pressure type. Body seamless Manganese Steel, ISI marked conforming to IS 7285, discharge valve conforming to IS 324,polyethylene flat discharge horn with diffuser,1m wire braded rubber hose, powder coated wall mounting mild steel bracket,stainless steel safety pin of SS 316 grade, CO2 gas with 99.5% purity. Extinguisher shall have anti corrosive treatment of phosphating by hot dipping process to thickness not less than 0.012mm both internally and externally. Epoxy polyester powder coating of minimum 50 micron to all metallic external parts with two bands of yellow colored fluorescent adhesive tape of minimum 20mm thickness of body. Finish of the paint to be PO red as per shade 538 of IS:5
371	Supplying and fixing of 9kg DCP portable,cartridge type Fire extinguisher of approved make,Conforming to IS15683:2006,Body Carbon Steel as per IS:513,EDD grade with no vertical weld joint on the body Neck ring of seamless mild steel tube conforming to IS 1239 part-1, Valve assembly conforming to SS 316 grade or forged brass as per IS 6912 grade FLB, Inlet and outlet siphon tubes of SS 316 grade or of brass as per IS 407, Discharge nozzle of SS 316 grade of forged brass as per IS 6912, 500mm long discharge hose of EDPM rubber, powder coated wall mounting mild steel bracket,stainless steel safety Pin of SS 316 grade, Dry Chemical powder ( potassium bi-carbonate & Minimum 90% of the total chemical), ISI marked CO2 Gas cartridge of 200 gms, dia of the body 175mm +/- 10mm & overall height less than 650mm.Extinguisher shall have anticorrosive treatment of phosphating by hot dipping process to thickness not less than 0.012mm both internally & externally. Epoxy polyester powder coating of minimum 50 micron to all metallic external parts with two bands of yellow colored fluorescent adhesive tape of minimum 20mm thickness of body. Finish of the paint to be PO red as per shade 538 of IS:5
372	iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework.
373	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)
374	Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc
375	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.
376	iv) 11 KV grade hand gloves, ISI mark
377	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)
378	SUPPLY AND INSTALLATION OF YARD LIGHTS :
379	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
380	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
381	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
382	xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
383	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.
384	vii) 3 Core x 2.5 sq. mm
385	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 :
386	v) 25 x 3 mm GI strip
387	OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) :
388	iii) S/E of 5 Meter high galvanised Octagonal pole with top 60mm(A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 210 x 210 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)
389	Supply, fitting, fixing of arm bracket, tubular type, 38mm/50mm dia on pole including painting, all complete.
390	ii) S/E Arm \\" Y \\" bracket 38/50mm dia on pole, as per specifications and direction of Engineer in charge
391	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.
392	i) \\"Y\\" Pole
393	ii) \\"L\\" Pole
394	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.
395	i) All kinds of Soil
396	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
397	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
398	Centering and shuttering including strutting, propping etc. and removal of form for :
399	i) Foundations,footings,bases of columns, etc. for mass concrete
400	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
401	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
402	CONSTRUCTION OF MONOLITH FOUNDATION
403	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
404	i) All kinds of Soil
405	Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
406	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
407	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
408	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
409	Centering and shuttering including strutting, propping etc. and removal of form for :
410	i) Foundations,footings,bases of columns, etc. for mass concrete
411	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
412	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
413	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
414	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
415	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.
416	iii) Granite of any colour and shade having Area of slab upto 0.50 sqm
417	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.
418	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.
419	ii) 110 mm diameter
420	Providing and laying cement plaster on surfaces with fine sand including curing etc.
421	i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
422	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 :
423	v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
424	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
425	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
426	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
427	vii) 3 Core x 2.5 sq. mm
428	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.
429	TOILET BLOCK
430	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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600
431	i) All kinds of Soil
432	Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
433	Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete
434	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
435	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
436	i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm
437	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
438	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
439	i) RCC 1 Cement :1 Coarse Sand: 2 Graded Stone Aggregate 20mm
440	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
441	Centering and shuttering including strutting, propping etc. and removal of form for :
442	i) Foundations,footings,bases of columns, etc. for mass concrete
443	iv) Lintels, beams plinth beams,girders bressumers and cantilevers
444	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
445	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
446	iv) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand) in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL
447	x) 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 superstructure ABOVE PLINTH level & UP TO FLOOR V LEVEL
448	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.
449	iv) Granite of any colour and shade having Area of slab over 0.50 sqm
450	Extra for providing edge moulding to 18mm Granite/ marble stone counters,Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- Charge.
451	ii) Granite work
452	Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc.including priming coat with approved steel primer (fixed to steel windows by welding) all complete.
453	Providing & fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :
454	ii) 100x10 mm
455	Providing & fixing chrome plated brass100mm mortise latch with one dead bolt with 6 levers & a pair of lever handles with necessary screws etc. complete (best make of approved quality).
456	Providing and fixing 150 mm bright finished chrome plated brass hanging type floor door stopper with rubber cushion necessary brass screws, etc. complete. to suit shutter thickness complete
457	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.
458	Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts & screws etc. complete:
459	iv) For shutters of doors, windows & ventilators with Polyester 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)
460	i) Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
461	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):
462	ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm)
463	Stone flooring with 18mm thick Marble/Granite stone (sample of stone shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry including rubbing and polishing complete
464	vi) Granite stone/Makrana White second quality in flooring
465	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.
466	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.
467	i) 75 mm diameter
468	ii) 110 mm diameter
469	Providing and laying cement plaster on surfaces with fine sand including curing etc.
470	i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
471	ii) 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.
472	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
473	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
474	Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand & manufacture on steel galvanised iron/steel works
475	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
476	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade with 2 or more coats
477	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete
478	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.
479	Providing and fixing toilet paper holder :
480	i) C.P. brass
481	ii) 100mm inlet & 75mm outlet SCI S&S as per IS - 3989.
482	i) 15 mm nominal outer dia Pipes
483	iii) 25 mm nominal outer dia Pipes
484	iv) 32 mm nominal outer dia Pipes
485	Providing and fixing brass bib cock of approved quality :
486	i) 15 mm nominal bore
487	Providing and fixing brass stop cock of approved quality :
488	i) 15 mm nominal bore
489	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
490	iii) 40 mm nominal bore
491	Constructing masonry Chamber 30x30x50 cm, inside brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with CI surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm 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
492	Constructing masonry Chamber 90x90x100 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice valves etc, with CI surface box 100 mm. 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 20 mm nominal size) 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
493	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
494	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
495	i) 100x100 mm size P type with common burnt clay bricks of class Designation 7.5
496	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
497	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies,terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster & finally finishing surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order & as directed and specified by the Engineer-in-Charge : with average thickness of 120 mm and minimum thickness at khurra as 65 mm.
498	Providing and fixing Stainless steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting( fitting shall be paid separately) including fixing of the pipe with clamps at 1.00m spacing including cutting and making good the walls including testing of joints complete as/direction of Engineer in charge.(pipe length inserted in the fitting shall not be measured for payment) Exposed on walls or concealed in walls /others
499	iv) 34.00 mm OD SS pipe
500	i) 15.88 mm OD SS pipe

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
4	Click here to download tender document	Tender Documents
5	Click here to download tender document	Tender Documents
6	Click here to download tender document	Tender Documents
7	Click here to download tender document	Tender Documents
8	Click here to download tender document	Tender Documents
9	Click here to download tender document	Tender Documents
10	Click here to download tender document	Tender Documents
11	Click here to download tender document	Tender Documents
12	Click here to download tender document	Tender Documents
13	Click here to download tender document	Tender Documents

Also Visit

Tenders

Assam Tenders

Construction Tenders

Excavation Tenders

Land Development Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Development Of New A Site Retail Outlet At Within 5 Km Of Kathiatoli Chariali Towards Borghat Chowk On Lhs On New Nh-27 (Old Nh-36) Village: Sutar Gaon, Dist.- Nagaon, Assam., Nagaon-Assam

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Development Of New A Site Retail Outlet At Within 5 Km Of Kathiatoli Chariali Towards Borghat Chowk On Lhs On New Nh-27 (Old Nh-36) Village: Sutar Gaon, Dist.- Nagaon, Assam., Nagaon-Assam

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us