Oso Engg Construction Of New A Site Ksk At Jharpokharia , Dist Mayurbhanj Under Bhubaneshwar Divisional Office Of Odisha State Office . , Jharpokharia, Dist Mayurbhanj, Odisha-Odisha

TDR : 21243151

Tender Notice
BOQ

Expired

Jharpokharia, Dist Mayurbhanj, Odisha , Odisha

Tender Brief : Oso Engg Construction Of New A Site Ksk At Jharpokharia , Dist Mayurbhanj Under Bhubaneshwar Divisional Office Of Odisha State Office .

Document Fees
Refer document

EMD
₹ 82877.0 /-

Tender Value
₹ 82.87 Lakhs /-

Submission Date
09-08-2019

Competition Type
Indian

Bidding Type
Auction

Need a Business Loan? Apply Now !

	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	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	1	625	M2
2	2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth within and outside site to unobjectionable place, disposed earth to be levelled and neatly dressed.	2
3	3	i) All kinds of Soil	3	133	M3
4	4	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides & ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil & disposal of surplus excavated soil as directed within or outside the site at an unobjectionable place.	4
5	5	i) All kinds of Soil	5	180	M3
6	6	Supplying and Local sand filling within the grading zone V of fine aggregates specified in table 3.1 , clause 3.1.3 of attached specifications, in plinth, under floors etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming watering and dressing complete	6	80	M3
7	7	Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering - All work up to plinth level :	7
8	8	iii)1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)	8	30	M3
9	9	v)1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)	9	24	M3
10	10	Centering and shuttering including strutting, propping etc. and removal of form work for PCC	10
11	11	i) C&S for PCC in foundations,footings,bases of column	11	25	M2
12	12	Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level	12
13	13	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm	13	35	M3
14	14	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.UP TO FLOOR V LVL excluding cost of centering,shuttering, finishing and reinforcement :	14
15	15	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm	15	26	M3
16	16	Providing and laying RCC work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards 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).	16	3	m3
17	17	Centering and shuttering including strutting, propping etc. and removal of form for :	17
18	18	i) Foundations,footings,bases of columns, etc. for mass concrete	18	346	M2
19	19	iii) Suspended floors,roofs,landings,balconies, access platform and Shelves (Cast in situ)	19	125	M2
20	20	iv) Lintels, beams plinth beams,girders bressumers and cantilevers	20	150	M2
21	21	v) Columns, Pillars, Piers, Abutments, Posts and Struts.	21	50	M2
22	22	Supply of Reinforcement for R.C.C. including straightening, cutting, bending, placing in position & binding all complete at all levels	22
23	23	i) Mild steel,medium tensile steel bars etc. conforming to IS 432-I&II	23	5500	KG
24	24	Providing and laying Brick work with bricks of class designation 75 Including Scaffolding :	24
25	25	i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH	25	56	M3
26	26	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH	26	15	M3
27	27	iv) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand) in superstructure ABVOE PLINTH & UP TO FLOOR V LEVEL	27	30	m3
28	28	x) Half brick masonry in Cement mortar 1:4 (1 cement : 4 coarse sand) superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL	28	40	M2
29	29	iv) Granite of any colour and shade having Area of slab over 0.50 sqm	29	18	M2
30	30	Providing & fixing MS grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.	30	100	KG
31	31	Providing and fixing chrome plated brass hanging type floor door stopper with necessary screws, etc. complete.	31	2	EA
32	32	Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.	32	2	EA
33	33	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:	33	1900	KG
34	34	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 as per IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover.	34	25	M2
35	35	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).	35	6	m2
36	36	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.	36	10	m2
37	37	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 USING ORDINARY CEMENT	37	50	M2
38	38	Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness as specified by the manufacturer ) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade.	38	30	M2
39	39	Providing & laying rectified Glazed Ceramic 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) including grouting the joints with white cement and matching pigments etc., complete.	39	8	M2
40	40	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, including grouting the joints with white cement and matching pigments etc., complete for flooring/skirting as specified.	40
41	41	i) Flooring with size of Tiles 60x60Cm in cement mortar 1:4	41	40	M2
42	42	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.	42
43	43	i) 75 mm diameter	43	10	M
44	44	ii) 110 mm diameter	44	25	M
45	45	Providing and laying cement plaster on surfaces with fine sand including curing etc.	45
46	46	i) 12 mm cement plaster of mix1:4(1 cement: 4 fine sand)	46	150	M2
47	47	Providing and laying cement plaster on surfaces with Coarse sand including curing etc.	47
48	48	i) 12mm Cement plaster of mix1:4 (1 cement: 4 coarse sand)	48	266	M2
49	49	v) 20mm cement plaster of mix 1:4 (1 cement: 4 coarse sand)	49	190	M2
50	50	Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc.	50
51	51	ii) 6 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.	51	90	M2
52	52	Providing Neat cement punning	52	20	m2
53	53	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete	53	150	M2
54	54	Distempering with oil bound washable distemper of approved brand & manufacture to give an even shade including cement primer coat	54	175	M2
55	55	Finishing walls with Acrylic Smooth exterior paint of required shade with Two or more coat applied @ 1.67 ltr/10 sqm over & including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.	55	200	M2
56	56	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	56	75	M2
57	57	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more over an under coat of suitable shade with ordinary paint of approved brand and manufacture.	57	200	m2
58	58	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	58	625	M2
59	59	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 and roller to achieve the desired density, complete as per specification compacting with vibratory power & direction of Engineer-in-charge.	59
60	60	iii) With material confirming to grade-I (size 26.5 mm to .075 mm) having CBR value -20, Thickness as desired	60	233	M3
61	61	Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).	61	233	M3
62	62	Supply and laying of water bound macadam of 100 mm consolidated thickness for subbase with 90 to 45 mm stone aggregate,11.2mm size screenings, chippings of stone and murrum spreading, watering and consolidating in camber with power roller complete as/specifications.	62	510	M2
63	63	Supply and laying of water bound macadam in layers, each of 75 mm thick (consolidated) with 63 mm to 45 mm stone aggregate. Each layer shall be consolidated by power roller after watering, spreading chippings of stone and murrum complete as per specifications. Item includes supply of murrum 6 mm thick, watering and rolling with power roller complete with preparation of surface. Rate per Layer	63	1020	M2
64	64	Providing & laying 80mm thick factory made Pre-cast cement concrete interlocking paver block of M 40 grade made by block making machine with strong vibratory compaction & of approved size and design/ shape shade and manufacturers and as per IOCL's specifications. The paver block will have peripheral chamfer,with average crushing strength more than 40 N/Sq.mm as/ BS6717 Part -1(1986), 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 +/- 3mm on on thickness. The job includes supplying & laying a layer of 50mm thick clean course 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);- Grey or Coloured 80mm thick paver blocks	64	510	M2
65	65	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 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	65	1	EA
66	66	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P.flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement 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 :	66
67	67	i) W.C. pan with ISI marked white solid plastic seat and lid.	67	1	EA
68	68	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 :	68
69	69	i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern.	69	1	EA
70	70	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 require :	70
71	71	ii) White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.	71	2	EA
72	72	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.	72	2	EA
73	73	i)100mm inlet & 100mm outlet SCI S&S as per IS - 3989.	73	3	EA
74	74	Providing and fixing Chlorinated Polyvinyl Chloride (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.	74
75	75	iii) 25 mm nominal outer dia .Pipes.	75	50	M
76	76	iv) 32 mm nominal outer dia .Pipes.	76	50	M
77	77	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.	77
78	78	i) B class 15 mm nominal outer dia .Pipes.	78	65	EA
79	79	iii) B class 25 mm nominal outer dia .Pipes.	79	30	M
80	80	Providing and fixing brass bib cock of approved quality :	80
81	81	i) 15 mm nominal bore	81	10	EA
82	82	i) 25 mm nominal bore	82	2	EA
83	83	iii) 40 mm nominal bore	83	1	EA
84	84	Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for valves etc., with C.I. 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 ) 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 bricks of class designation 75	84	2	EA
85	85	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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	85	1000	l
86	86	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	86
87	87	ii) 150 mm dia. R.C.C. pipe	87	40	M
88	88	iv) 300 mm dia. R.C.C. pipe	88	50	M
89	89	Providing and laying non-pressure NP3 class 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: Medium Duty, Laying Mechanically/manual	89
90	90	ii) 900 mm dia. R.C.C. pipe	90	24	M
91	91	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.with common burnt clay bricks of class designation 75	91	1	EA
92	92	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.	92
93	93	ii) Fixed glazing with Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) sections	93	150	kg
94	94	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)	94	50	kg
95	95	Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per directions of Engineer in charge	95
96	96	ii) Pre-laminated particle board with decorative lamination on both sides.	96	8	M2
97	97	ii) With float glass panes of 6.0 mm thickness	97	5	M2
98	98	iii) With float glass panes of 8.0 mm thickness	98	15	M2
99	99	i) With stainless steel cover plate	99	2	EA
100	100	Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.	100	2	EA
101	101	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & 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).	101	5	M2
102	102	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,	102
103	103	i) Up to 300mm dia in all type of soil up to 90m depth below ground	103	90	M
104	104	vii) Up to 300mm dia in all type of soil 90m to 150m depth	104	25	M
105	105	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.	105
106	106	ii) 150 mm nominal size dia.	106	90	M
107	107	iii) 200 mm nominal size dia.	107	10	M
108	108	Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.	108	20	M3
109	109	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed or plain bevel ended pipe (type A) of required diameter conforming to IS: 8110, of reputed & approved make,having wall thickness not less than 5.40mm including painting with out side surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including required hire and labour charges, fitting and accessories, all complete, for all depths, as per direction of Engineer-in-charge.	109
110	110	i) 100 mm nominal size dia	110	1	M
111	111	ii) 150 mm nominal size dia	111	20	M
112	112	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.	112	1700	KG
113	113	CABLING & 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. wherever 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	113
114	114	Supply and Laying 3 Core x 1.5 sq. mm. (copper)Armoured cable as as per specifications and direction of Engineer in charge	114	100	M
115	115	Supply and Laying 3 Core x 2.5 sq. mm Copper Cable FRLS as per specifications and direction of Engineer in charge	115	100	M
116	116	Supply and Laying 3 Core x 2.5 sq. mm Copper Cable FRLS as per specifications and direction of Engineer in charge	116	610	M
117	117	Supply and Laying 3.5 Core x 50 sq. mm Aluminium Cable FRLS as per specifications and direction of Engineer in charge	117	50	m
118	118	3core, 2.5 sq.mm copper Flat Cable for submersible pump	118	100	M
119	119	P/F cable termination for 3 Core x 1.5 sq. mm. with Non FLP double compression glands,lugs etc. as per specifications and direction of Engineer-in charge.	119	4	EA
120	120	P/F cable termination for 3 Core x 2.5 sq. mm with Non FLP double compression glands,lugs etc. as per specifications and direction of Engineer-in charge.	120	20	EA
121	121	P/F cable termination for 3.5 Core x 50 sq. mm with Non FLP double compression glands,lugs etc. as per specifications and direction of Engineer-in charge.	121	2	EA
122	122	Brick duct for cables, 225mm wide (16 Bricks & 0.0195 cum per Mtr) as per specifications and direction of Engineer in charge.	122	75	m
123	123	Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen	123	30	M
124	124	PROVISION OF EARTHING	124
125	125	Providing earthing with 80 mm dia,3.0 M long GI (Heavy duty) perforated pipe as per IS:3043 (with latest amendment) 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.	125	2	EA
126	126	Supply & Laying Earthing 50 x 10mm G.I. Strip as per specifications and direction of Engineer in Charge.	126	180	M
127	127	Supply & Laying Earthing 32 x 6 mm G.I.strip as per specifications and direction of Engineer in Charge.	127	100	M
128	128	Providing & fixing flexible copper cable PVC insulated of 16sqmm for connecting the earth grid/earth strip with the crocodile clip including cost of 1no.crocodile clip (for tanker earthing & other job)	128	2	EA
129	129	12mm thick Rubber floor mat suitable for working on equipment upto 33 KV working voltage of size 2mtr x 1mtr near switchboards, etc as per direction of Engineer In charge	129	7	M2
130	130	6 mm thick chequered plate on cable trench inside switch room, DG room, earthing pit including cutting, painting, lifting hooks, etc	130	7	M2
131	131	Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework.	131	2	EA
132	132	11 KV grade hand gloves, ISI mark	132	3	EA
133	133	Supply, installation, testing and commissioning of cubicle type power and motor control centre with 6nos of LED type (RYB) indicating lamps, 3 Nos. of ammeters,1No.of voltmeter with selector switch, 3nos. of 100/5A CTs, control fuses, control wiring etc., and to be fabricated out of 16 SWG MS sheet undergone 7 tank process and painted with anticorrosive primer and two coats of grey enamel paint and having following specific components complete as per enclosed standard drawings: 125A FP SFCOS with 125A HRC fuse as incomer-1 No 125A TPN busbar chamber with Aluminium bus 63A TPN SDFU with 50A HRC fuse as outgoings - 4 Nos 63A 100mA RCBO (MCB+ELCB) - 3 Nos. 63A 300mA RCBO (MCB+ELCB) - 1 No. 6-32A SP MCB - 40 Nos. 10A DP MCB - 12 Nos. 25A TP MCB - 3 Nos. Dummy plates - 23 Nos.	133	1	EA
134	134	PROVIDING INTERNAL WIRING	134
135	135	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.	135	50	EA
136	136	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	136	14	EA
137	137	Supplying and drawing following 2 pair 0.5 sq mm FR PVC insulated annealed copper conductor, unarmuored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.	137	3	M
138	138	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	138
139	139	Sub-main/power wiring with PVC insulated Copper wire of 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire, as per specifications and direction of Engineer in Charge.	139	150	M
140	140	Sub-main/power wiring with PVC insulated Copper wire of 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire, as per specifications and direction of Engineer in Charge.	140	50	M
141	141	Sub-main/power wiring with PVC insulated Copper wire of 2 x 4 sq mm + 1 x 4 sq mm earth wire, as per specifications and direction of Engineer in Charge.	141	50	M
142	142	Supply and fixing of following Electrical fittings /fixtures	142
143	143	5 Amp modular type switch	143	40	EA
144	144	15Amp modular type switch	144	6	EA
145	145	15Amp modular type 6 pin socket	145	6	EA
146	146	S/F modular switch frame with 4 module frame, as per specifications and direction of Engineer in Charge.	146	4	EA
147	147	S/F modular switch frame with 6 module frame, as per specifications and direction of Engineer in Charge.	147	3	EA
148	148	S/F modular switch frame with 12 module frame, as per specifications and direction of Engineer in Charge.	148	2	EA
149	149	S/F modular switch frame with Fan Regulator of stepped modular type, as per specifications and direction of Engineer in Charge.	149	6	ea
150	150	Supplying and fixing of following MCBs with necessary inter connections on existing DB, Panel board etc.	150
151	151	Upto 32A DP MCB	151	2	EACH
152	152	L Pole	152	8	EA
153	153	OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separately) :	153
154	154	7 Meter high galvanized Octagonal pole with top 70mm (A/F), bottom bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 220 x 220 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanized 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)	154	8	EA
155	155	As per Philips Cat.No.MWF331/HPITP250W including control gear box, 250W Metal Halide lamp with mounting accessories.	155	8	EACH
156	156	CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type:	156
157	157	1200 mm sweep	157	3	EA
158	158	6V, 10AH dry rechargeable battery	158	2	EA
159	159	DISPENSING PUMP CONNECTIONS	159
160	160	Providing dispensing pump lighting connection with copper conductor, single core PVC sheathed wire as per recommendation of the pump manufacturer (make of pumps L&T /MIDCO /AVERY /Tatsuno /Nouvopignone)	160	2	EA
161	161	Providing dispensing pump power circuit connection with copper conductor single core PVC sheathed wire as per recommendations of the pump manufacturer (make of pumps: L&T /MIDCO /AVERY / Tatsuno/ Nouvopignone)	161	2	EA
162	162	500VA CVT	162	2	EA
163	163	SINGLE SERVO VOLTAGE STABILISER Supply and fixing of 230V, Single phase, AC Servo voltage stabilizer of approved makes,(Range - 180 - 250 minimum) shall be provided for Individual dispensing pump as per IE Regulation and as per specification	163
164	164	5KVA stabilizer	164	2	EA
165	165	20 KVA stabilizer	165	1	EA
166	166	SUBMERSIBLE PUMP Supply,erection,testing & Commissioning of foll.submersible water pump with starter panel board, non return valve, gate valve etc. complete.	166
167	167	33 LPM 177m head	167	1	EA
168	168	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 complete as per attached specifications. RCC works wherever mentioned shall be of grade M20	168
169	169	In earth pit with RCC matt raft as per standard Drg. ENG/314	169	2	LS
170	170	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	170
171	171	S/L Threaded U/G HD MS Pipes of 80 mm dia with fittings,doping	171	10	M
172	172	S/L Threaded U/G HD MS Pipes of 50 mm dia with fittings,doping	172	5	M
173	173	S/L Threaded U/G HD MS Pipes of 40 mm dia with fittings,doping	173	12	M
174	174	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 Above Ground pipeline including painting 2 coats of red oxide zinc phosphate primer and 2 coats of Synthetic enamel / aluminium finish paint as per IOCL specifications	174
175	175	S/L Threaded A/G HD MS Pipes of 40 mm dia with fittings,Painting	175	12	M
176	176	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	176
177	177	S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping	177	10	M
178	178	S/I Screwed type GM Vertical Check Valve of 50 mm dia	178	4	EA
179	179	Supply and installation of U type CS bend on vent pipe of 40 mm dia	179	1	EA
180	180	2 product - 4 nozzle MPPs/MPDs	180	2	EA
181	181	S/I of Horizontal air compressor Assembly of 5 HP (160-220 LITRES) including civil works	181	1	EA
182	182	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 LCD 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.)	182	1	EA
183	183	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). Octroi if any, shall be paid on production of receipt.	183
184	184	Transportation of 15/20 KL Tank with fittings : 0 - 30 Km	184	2	LS
185	185	Transportn of 15/20KL Tank: Extra for each addtnl. Km above 30km	185	500	KM
186	186	Transportation of MPD pumps (Each) : 0 - 30 Km	186	2	LS
187	187	Transportn of Pumps(Each): Extra for every additional Km above 30 km	187	500	KM
188	188	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.	188	1	EA
189	189	50 mm Dia Flexible Pipe	189	120	M
190	190	S/Installation of ESD Panel Board	190	1	EA
191	191	S/Installation of Flame Proof ESD Push Botton	191	2	EA
192	192	120 W LED for Yard Light Fixtures	192	8	EA
193	193	18 W LED TUBELIGHT	193	20	EA
194	194	8 W LED TUBE LIGHT	194	15	EA
195	195	ESD-120 WITH TWO PUSH BOTTOM	195	1	EA
196	196	Providing and laying PCC screed of average thickness 50mm in1:2:4 mix with 12mm downgraded size coarseaggregate including laying to slope ,curing ,finishing top surface to receive water proofing treatment or as shownon drawings o rdirected,rounding at edgesetc.completeincluding form-work & shuttering SBP Zonal No:-19.0	196	85	EACH
197	197	Providing & fixing CP brass towel rail, of 1.25mm wall thickness pipe & 600mm long	197	2	EA
198	198	Providing & fixing CP brass liquid soap container of appd. make & quality	198	2	EA
199	199	Supplying, providing and laying of brick soling with best quality locally available bricks including filling up voids with locally available silver/river sand/ sand including necessary watering etc. all complete as per specification and direction of site engineer of following thickness :75mm thk(SBP Zonal No.C.64.1)	199	50	M2
200	200	SUPPLY ,INSTALLATION AND COMMISSIONING OF 3 PH, 3WR, 11 KV, ST LINE .35 KM WITH CUT POINT -3 NOS ,GUARDING 2 NOS , AS PER REQUIREMNET OF OFFICE OF THE EXECUTIVE ENGINEER, ELECTRICAL . RATES ARE INCLUSIVE ALLCHARGES INCLUDING 6% DEPOSIT TO CESU. SUPPLY , INSTALLATION AND COMMISSIONING OF STAR RATED TRANSFORMER OF 25 KVA, 11/0.4 KV . QUALITY , RATING INSTALLATION TO BE DONE AS PER CESU REQUIREMNET. SERVICE CONNECTION WITH 25 MM2,LT 3-1/2 CORE CABLE FOR 30 M DISTANCE INCLUDING ALL MATERIAL , INSTALLATION AND COMMISSIONING CHARGES . RATES INCLUSIVE ALLCHARGES INCLUDING 6% DEPOSIT TO CESU.\nSECURITY DEPOSIT. (ORIGINAL RECEIPT TO BE SUBMITTED TO IOCL ). POWER PURCHASE AGREEMENTSHALL BE IN THE NAME OF INDIAN OIL CORPORATION LTD.\n	200	1	LS

Need a Bussiness Loan? Apply Now!
Buy Digital Signature
Bidding Support

Also Visit

Tenders

Odisha Tenders

Construction Tenders

Civil Construction Tenders

Civil Work 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

Oso Engg Construction Of New A Site Ksk At Jharpokharia , Dist Mayurbhanj Under Bhubaneshwar Divisional Office Of Odisha State Office . , Jharpokharia, Dist Mayurbhanj, Odisha-Odisha

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Oso Engg Construction Of New A Site Ksk At Jharpokharia , Dist Mayurbhanj Under Bhubaneshwar Divisional Office Of Odisha State Office . , Jharpokharia, Dist Mayurbhanj, Odisha-Odisha

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us