Bso Engg Development Of New A Site Kisan Seva Kendra At Simwa On Rafiganj-Gaya Road, Block- Rafiganj, Dist- Aurangabad, Bihar Under Patna Divisional Office Of Bihar State Office. Bso Engg Development Of New A Site Kisan Seva Kendra At Simwa On Rafiganj, Mauza- Simwa, Block- Rafiganj, Dist- Aurangabad-Bihar

TDR : 28608380

Tender Notice
BOQ

Expired

Mauza- Simwa, Block- Rafiganj, Dist- Aurangabad , Bihar

Tender Brief : Bso Engg Development Of New A Site Kisan Seva Kendra At Simwa On Rafiganj-Gaya Road, Block- Rafiganj, Dist- Aurangabad, Bihar Under Patna Divisional Office Of Bihar State Office. Bso Engg Development Of New A Site Kisan Seva Kendra At Simwa On Rafiganj

Document Fees
Refer document

EMD
Refer document

Tender Value
₹ 54.02 Lakhs /-

Submission Date
31-07-2021

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	KSK at Simwa, Rafiganj, Aurangabad: Civil Works
2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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
3	i) All kinds of Soil
4	Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
5	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.
6	i) Local Fine Sand within grading zone IV
7	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
8	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
9	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
10	viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm)
11	Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for:
12	i) Foundations,footings,bases of column
13	Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level
14	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
15	Providing & Laying Reinforcedcementconcreteworkinwalls (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 :
16	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
17	Reinforced cement concrete work in beams, suspended floors, roofshavingslopeupto15°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)
18	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).
19	Centering and shuttering including strutting, propping etc. and removal of form for :
20	i) Foundations,footings,bases of columns, etc. for mass concrete
21	v) Columns, Pillars, Piers, Abutments, Posts and Struts.
22	vii) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
23	viii) Suspended floors, roofs,landings balconies and access platform with water proof ply 12mm thick
24	ix) Lintels, beams, plinth beams, girders, bressumers cantilevers and with water proof ply 12mm thick
25	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
26	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
27	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
28	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
29	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
30	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 superstructureABOVE PLINTH level & UP TO FLOOR V LEVEL
31	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
32	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.
33	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 fixingall complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately)
34	i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections
35	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)
36	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):
37	i) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
38	ii) With float glass panes of 5.0 mm thickness (weight not less than 12.5kg/sqm)
39	iii) With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm)
40	Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
41	i) With stainless steel cover plate
42	Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
43	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:
44	Supplying and fixing rolling shutters of approved make, madeof 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
45	Providing and fixing ball bearing for rolling shutters.
46	Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead of laths as per design approved by Engineer-in- charge.(area of grill to be measured).
47	Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete.
48	i) Hot finished welded type tubes
49	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
50	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 pointinginwhite cementmixed withpigment ofmatchingshade.
51	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.
52	Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption\"s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with greycement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified
53	i)Flooring with size of Tiles 60x60Cm in cement mortar 1:4
54	iii) Skirting with size of Tiles 60x60Cm in Cement mortar 1:3
55	Providing & fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs,screwed with M.S. screws ofrequired length including cutting brick work & fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
56	ii) 110 mm
57	Providing and laying cement plaster on surfaces with Coarse sand including curing etc.
58	ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)
59	Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc.
60	i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand)
61	Providing Neat cement punning
62	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
63	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
64	Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm:
65	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)
66	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade with 2 or more coats
67	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.
68	Dismantling manually/bymechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge :
69	i) Water bound macadam road
70	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
71	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.
72	i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
73	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
74	Providing & laying factory made Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih strong 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 +/- 3mm 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.
75	ii) M40 grade 80 mm thick Plain finish
76	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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.
77	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 pipewith 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.
78	i) White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
79	Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.
80	Providing & fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete
81	iv) With Flexible pipe of 40 mm dia
82	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.
83	Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan)with seat lid with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend 20mm over flow pipe with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend.
84	Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge,
85	iv) 300mm dia in all types of soil up to 90m depth below ground
86	xvi) 300mm dia in all types of soil 90m to 150m depth
87	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticised PVC medium well casing (CM) pipe of required dia,conforming to IS:12818, including required hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
88	i) 100 mm nominal size dia
89	ii) 150 mm nominal size dia
90	Supply and packing Gravel in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
91	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
92	i) 100 mm dia
93	Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete
94	ii) 150 mmdia clamp
95	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
96	i) 100 mm dia
97	Providing and fixing Chlorinated PolyvinylChloride (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
98	i) 15 mm nominal outer dia Pipes
99	ii) 20 mm nominal outer dia Pipes
100	iii) 25 mm nominal outer dia Pipes
101	Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.
102	i) 15 mm nominal outer dia Pipes
103	ii) 20 mm nominal outer dia Pipes
104	iii) 25 mm nominal outer dia Pipes
105	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.
106	i) 15 mm nominal outer dia Pipes
107	Providing and fixing brass bib cock of approved quality :
108	i) 15 mm nominal bore
109	Providing and fixing brass stop cock of approved quality :
110	i) 15 mm nominal bore
111	ii) 20 mm nominal bore
112	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 nominalsize), 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
113	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
114	ProvidingandfixingC.P. brass long nose bib cock ofapproved quality conforming to IS standards and weighing not less than 810 gms - 15 mm nominal bore.
115	Providing and fixing PTMT grating of approved quality and colour.
116	i) Circular type,100 mm nominal dia
117	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
118	ii) 150 mm dia. R.C.C. pipe
119	iv) 300 mm dia. R.C.C. pipe
120	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
121	Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M 25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler, mounted, Telescopic Boom Hydraulic pilling Rig all complete. including removal of excavated earth with all lifts & leads (Length of pile for payment shall be measured upto bottom of pile cap). Truck mounted rotary/TMR/Tubewell boring machine shall not be used
122	i) 300 mm dia piles
123	Extra over item for Single under ream pile for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid)
124	i) 300 mm dia piles
125	xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
126	Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc
127	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.
128	ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc
129	iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework.
130	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.
131	iii) Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. with modular switch, modular plate, suitable GI box
132	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
133	ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
134	i) 5 Amp Piano type switch
135	iii) 5 Amp Pianotype3 pinsocket
136	v) 15Ampmodular type6 pin socket
137	ii) 3 module frame
138	iii) 4 module frame
139	iv) 6 module frame
140	vi) 12 module frame
141	Supplying and fixing of following MCBs with necessery inter connectionson existing DB, Panel board etc.
142	ii) Upto 32A DP MCB
143	Supply and installation of MCB distribution boardhaving Doubledoorcomplete with tinned cu bus bar, neutral bus bar, earth bar, din bar, interconnection, earthing etc. withoutincoming isolator and MCBs
144	vi) 8 way (4+24) TPN
145	ii) 63 Amps., 4 Pole
146	Supply and Installation of Flame Proof ESD Push Button
147	Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watts with fittings and accessories, 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.
148	Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 8 Watts with fittings and accessories, having IP20 protection class with CRCA/PC/Aluminium Extrusion housing & with 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 range from 5700 Kelvin (5665 K +/- 355 K) to 6500 Kelvin, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 80 for indoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 95 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 2kV 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.
149	iii) 1200 mm sweep
150	ii) 9\" dia light duty, make Khaitan or equivalent
151	SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete.
152	ii) 33 LPM 100m head
153	Panel Board Stickering work
154	Preparation of single Line diagram - Electrical Layout
155	Preparation of single Line diagram - Earthing Layout
156	S/F of FRP Septic Tank (1200 Litres Syntex Make or its equivalent)
157	S/F OF ACP SHEET IN ALUM DOORS/Column Cladding
158	S/F TOWEL RAIL
159	S/F SOAP TRAY
160	S/F HEALTH FAUCET & JET SPRAYS WITH 02 WAY BIB COCK IN TOILET
161	S/F Bottle Trap in Wash Basin
162	S/F Concealed pressure flush in Toilet
163	S/F Air Latter in DTI Facia
164	S/I of Door Handle in Glass Door
165	S/FIXING OF NAME PLATE FOR EARTHING
166	KSK at Simwa, Rafiganj, Aurangabad: P&M Works
167	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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
168	i) All kinds of Soil
169	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
170	i) Pipes,cables etc. not exceeding 80mm dia
171	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.
172	i) Local Fine Sand within grading zone IV
173	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
174	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
175	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
176	Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for:
177	i) Foundations,footings,bases of column
178	Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level
179	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
180	Centering and shuttering including strutting, propping etc. and removal of form for :
181	i) Foundations,footings,bases of columns, etc. for mass concrete
182	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
183	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
184	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
185	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
186	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
187	Providingandfixing18mmthickgangsawcutmirrorpolished 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.
188	iv) Granite of any colour and shade having Area of slab over 0.50 sqm
189	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.
190	Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
191	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:
192	Steel work in built up tubular (round,square or rectangular hollow tubes etc) trusses etc. including cutting,hoisting fixing in position and applying a priming coat of approved steel primer, including welded and bolted with special shaped washers etc. complete.
193	i) Hot finished welded type tubes
194	Providing and laying cement plaster on surfaces with Coarse sand including curing etc.
195	ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)
196	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
197	Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm:
198	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.
199	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 nominalsize), 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
200	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.
201	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 :
202	ii) 16mm dia x 400mm long with 75 mm dia x 5 mm thick plate
203	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
204	i) In earth pit with RCC strip raft as per standard Drg. ENG/313
205	Supply, fabrication, laying and testing of MS, BLACK, ERW, threaded 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
206	ii) S/L Threaded U/G HD MS Pipes of 80 mm diawith fittings,doping
207	Supply, fabrication, laying and testing of MS, BLACK, ERW, threaded 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
208	ii) S/L Threaded A/G HD MS Pipes of 80 mm dia with fittings,Painting
209	iii) S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting
210	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
211	iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping
212	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
213	iii) Making Flange joint between Slip on,blind and flange etc.of 50 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding
214	Supply and installation of ‘U’ type CS bend on the vent pipes including painting as per specifications and supplying and brazingwire mesh of 11 mesh per linear centi-meter of non-corrosive metal in two layers on both ends.
215	ii) Supply & installation of U type CS bend on vent pipe of 50 mm dia
216	Supply and installation of screwed type gun metal valves as per IOC specifications: Angular Check Valve
217	i) S/I Screwed type GM Angular Check Valve of 50 mm dia
218	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
219	i) Installation of DU Including providing necessary anchor bolts and C.C. foundation
220	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:
221	i) Horizontal air compressor Assembly of 2 HP (100-160 LITRES) including civil works
222	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.)
223	Transportation of equipmentfrom one location to another location including enroute all taxes, leviesand unloading/loading by a suitable vehicle exclusively for this purpose (In case of tank sameshall be loaded by the tank fabricationcontractor)
224	viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos,0-30 Km
225	ix) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km
226	xii) MPD/MPP pumps upto 2 nos., 0-30 Km
227	xii) MPD/MPP pumps upto 2 nos., Add extra for every additional Km above 30km
228	Replacing existing manhole gaskets for 15/20/50/70 KL U/G & A/G tanks including disconnecting the pipelines, removing nuts, bolts & manhole cover and supplying and fixing permanite oil gaskets, nuts & bolts and reconnecting the pipeline.
229	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 loadedtype 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,Coverand 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.
230	Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge
231	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying ofXLPE 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
232	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
233	SUPPLY AND LAYING OF FLAT CABLES
234	i) 3core, 2.5 sq.mm copper Flat Cable for submersible pump
235	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 Compressoncable glands, crimping type lugs and allied jointing materials, etc. all complete as per specificationand 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.
236	vii) 3 Core x 2.5 sq. mm
237	FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.
238	vii) 3 Core x 2.5 sq. mm
239	Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen
240	PROVISION OF EARTHING
241	ii) Providing earthing with 80 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest ammendment) including providing suitable earth bus for interconnection, providing a mixture of salt & charcoal, making earth pit chamber with chequered plate cover as per standard Drwng.etc. all complete as per specif. & direction of Engineer-In-charge
242	Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following :
243	i) 50 x 10mm G.I. Strip
244	ii) 32 x 6 mm G.I.strip
245	iii) 50 x 6 mm G.I. Strip
246	v) 25 x 3 mm GI strip
247	vii) 10 S.W.G. G.I. Wire (bare)
248	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)
249	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.
250	Kisaan Seva Kendra, Standard drawing No. ENG/IOCL/PDIL-3. List of Componets are: (a) 1 No. MCCB (3P+N) of 63 A, 25 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 (0-60A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 63 A, Manually Operated Change over switch suitable for connection of Mains supply and 10 KVA DG Set /5 KW Solar system with required No. of MCCB (63 A ,25 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 63A, 25 KA with UV coilO/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 60/5 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 KAfor 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, 100 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 6 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA in outgoing Feeder-2 (n) 6 Nos DP MCB of 16 A, 10 KAin outgoing Feeder-3 (o) 6 Nos TP MCB of 16 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 ofIOCL.
251	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
252	ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire
253	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 protectionincluding all accessories complete (for displays) for the following VA ratings.
254	iii) 500VA CVT
255	SINGLE SERVO VOLTAGE STABILISER Supply and fixing of 230V, Single phase, AC Servo voltage stabilizer ofapproved makes,(Range - 180 - 250 minimum) shall be provided for Individualdispensing pump as per IE Regulation and as per specification
256	iv) 5KVA stabilizer
257	ii) \"L\" Pole
258	OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) :
259	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)
260	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.
261	DISPENSING PUMP CONNECTIONS
262	ii) Providing dispensing pump power circuit connection with copper conductor single core PVC sheathed wire as per recommendationsof the pump manufacturer (make of pumps: L&T /MIDCO /AVERY / Tatsuno/ Nouvopignone)
263	Supply & Fixingof EarthingClip Box of Size 200x300x400 mm for keeping crocodile clip
264	KSK at Simwa, Rafiganj, Aurangabad: Approach Works
265	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas 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
266	i) All kinds of Soil
267	i) Local Fine Sand within grading zone IV
268	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:
269	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
270	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)
271	Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for:
272	i) Foundations,footings,bases of column
273	Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level
274	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
275	Centering and shuttering including strutting, propping etc. and removal of form for :
276	i) Foundations,footings,bases of columns, etc. for mass concrete
277	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
278	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth
279	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
280	Providing and laying cement plaster on surfaces with Coarse sand including curing etc.
281	ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)
282	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.
283	i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired
284	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
285	ii) M40 grade 80 mm thick Plain finish
286	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement 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.
287	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
288	iv) 300 mm dia. R.C.C. pipe

Also Visit

Tenders

Bihar 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

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us