Upgradation Works Including Provision Of Cng Facilities At S R Petro , Phulwarisharif , Patna Under Patna Divisional Office Of Bihar State Office, On Nh-98, Phulwarisharif, Patna-Bihar

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On Nh-98, Phulwarisharif, Patna , Bihar

Tender Brief : Upgradation Works Including Provision Of Cng Facilities At S R Petro , Phulwarisharif , Patna Under Patna Divisional Office Of Bihar State Office

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Submission Date
28-01-2021

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Indian

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Name of Work: Upgradation works including provision of CNG facilities at S R Petro, Phulwarisharif, Patna under Patna Divisional Office of Bihar State Office.
1	1	Upgd. of S R Petro, Patna: Civil	b1
2	2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600	b2
3	3	i) All kinds of Soil	b3	80	M3
4	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	b4	10	M3
5	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.	b5
6	6	i) Local Fine Sand within grading zone IV	b6	40	M3
7	7	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:	b7
8	8	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)	b8	4	M3
9	9	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)	b9	85	M3
10	10	viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm)	b10	0.5	M3
11	11	Centering and shuttering including strutting, propping etc. and removal of form work for:	b11
12	12	i) Foundations,footings,bases of column	b12	50	M2
13	13	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level	b13
14	14	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm	b14	4	M3
15	15	Providing & Laying Reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement :	b15
16	16	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm	b16	0.5	M3
17	17	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size)	b17	0.5	M3
18	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).	b18	0.2	M3
19	19	Centering and shuttering including strutting, propping etc. and removal of form for :	b19
20	20	i) Foundations,footings,bases of columns, etc. for mass concrete	b20	100	M2
21	21	v) Columns, Pillars, Piers, Abutments, Posts and Struts.	b21	50	M2
22	22	viii) Suspended floors, roofs,landings balconies and access platform with water proof ply 12mm thick	b22	20	M2
23	23	ix) Lintels, beams, plinth beams, girders, bressumers cantilevers and with water proof ply 12mm thick	b23	20	M2
24	24	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels	b24
25	25	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786	b25	1000	KG
26	26	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth	b26
27	27	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH	b27	8	M3
28	28	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	b28	0.5	M3
29	29	x) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement:4 coarse sand in superstructure ABOVE PLINTH level & UP TO FLOOR V LEVEL	b29	5	M2
30	30	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	b30	40	M2
31	31	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels.	b31
32	32	iv) Granite of any colour and shade having Area of slab over 0.50 sqm	b32	5	M2
33	33	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.	b33	10	KG
34	34	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.	b34	50	KG
35	35	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:	b35	1000	KG
36	36	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.	b36
37	37	i) Hot finished welded type tubes	b37	700	KG
38	38	Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement	b38	25	M2
39	39	Providing and laying cement plaster on surfaces with Coarse sand including curing etc.	b39
40	40	ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)	b40	100	M2
41	41	Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc.	b41
42	42	i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand)	b42	20	M2
43	43	Providing Neat cement punning	b43	20	M2
44	44	Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete	b44	20	M2
45	45	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :	b45	100	M2
46	46	Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm:	b46	200	M2
47	47	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)	b47	40	M2
48	48	Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade with 2 or more coats	b48	20	M2
49	49	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.	b49	200	M2
50	50	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site to an unobjectionable place as/ direction of Engineer-in-charge	b50	1	M3
51	51	Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.	b51	5	M2
52	52	Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge	b52	4	M3
53	53	Dismantling Steel work in single sections including dismembering and stacking within premises	b53
54	54	i) R.S Joists	b54	20	KG
55	55	ii) Channels, angles, tees and flats etc	b55	20	KG
56	56	Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises	b56	20	KG
57	57	Dismantling manually/by mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place as per direction of Engineer-in-charge :	b57
58	58	i) Water bound macadam road	b58	80	M2
59	59	Carriage charge for disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, stacking, unloading to approved municipal dumping ground/unobjectionable place as/direction of Engg- in-Charge beyond IOCL Premises for all leads and including all lifts	b59
60	60	i) Distance upto 1 km	b60	1	M3
61	61	ii) Distance > 1 km< 3 km	b61	2	M3
62	62	iii) Distance > 3 km< 5 km	b62	2	M3
63	63	iv) Distance > 5 km< 10 km	b63	10	M3
64	64	v) Distance > 10 km< 20 km	b64	5	M3
65	65	vi) Additional charges per km beyond 20 km over item MPLCN27105	b65	5	M3
66	66	Dismantling granite slabs / granite tiles / marble slab on wall, floor, pump Island etc., stacking of the serviceable materials and disposal of damaged materials as directed by IOCL including all charges etc. complete	b66	2	M2
67	67	Removal of RCC Trench Covers of size 600MM X 450MM, 75mm to 90mm thick and sand from existing trench, stacking the serviceable materials and disposal of damaged materials as directed by IOCL including all charges etc. complete	b67	20	EA
68	68	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.	b68
69	69	i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired	b69	2	M3
70	70	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	b70	40	M3
71	71	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.	b71
72	72	ii) M40 grade 80 mm thick Plain finish	b72	1650	M2
73	73	Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge	b73	100	M2
74	74	Laying Corporation supplied interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge.	b74	10	M2
75	75	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.	b75	2	M3
76	76	Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5	b76	4	EA
77	77	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	b77
78	78	ii) 150 mm dia. R.C.C. pipe	b78	30	M
79	79	iv) 300 mm dia. R.C.C. pipe	b79	10	M
80	80	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC shall be paid separately)	b80	50	M2
81	81	Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc	b81
82	82	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.	b82	1	M2
83	83	ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc	b83	1	M2
84	84	iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework.	b84	1	EA
85	85	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.	b85	20	EA
86	86	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	b86	5	EA
87	87	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	b87
88	88	ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire	b88	10	M
89	89	iii) 5 Amp Piano type 3 pin socket	b89	10	EA
90	90	v) 15Amp modular type 6 pin socket	b90	10	EA
91	91	ii) 3 module frame	b91	2	EA
92	92	iii) 4 module frame	b92	2	EA
93	93	iv) 6 module frame	b93	1	EA
94	94	vi) 12 module frame	b94	1	EA
95	95	Supplying and fixing of following MCBs with necessery inter connections on existing DB, Panel board etc.	b95
96	96	ii) Upto 32A DP MCB	b96	2	EA
97	97	Supply and installation of MCB distribution board having Double door complete with tinned cu bus bar, neutral bus bar, earth bar, din bar, interconnection, earthing etc. without incoming isolator and MCBs	b97
98	98	vi) 8 way (4+24) TPN	b98	1	EA
99	99	Supply and Installation of Flame Proof ESD Push Button	b99	2	EA
100	100	Preparation /Printing and submission of asbuilt drawing of all major facilities like Pipeline /Cabling/Earthing Pits/Inspection ch ambers /Sales Building/Canopy/Tanks etc. after completion of Works(01 Autocad Copy and 03 Nos. A1 Size PDF Colored copies to be hand ed over to Site Encharge)	b100	1	LS
101	101	Upgd. of S R Petro, Patna: P&M	b101
102	102	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600	b102
103	103	i) All kinds of Soil	b103	70	M3
104	104	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.	b104
105	105	i) Local Fine Sand within grading zone IV	b105	20	M3
106	106	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:	b106
107	107	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)	b107	1	M3
108	108	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)	b108	7	M3
109	109	Centering and shuttering including strutting, propping etc. and removal of form work for:	b109
110	110	i) Foundations,footings,bases of column	b110	30	M2
111	111	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level	b111
112	112	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm	b112	0.5	M3
113	113	Centering and shuttering including strutting, propping etc. and removal of form for :	b113
114	114	i) Foundations,footings,bases of columns, etc. for mass concrete	b114	50	M2
115	115	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels	b115
116	116	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786	b116	300	KG
117	117	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth	b117
118	118	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH	b118	5	M3
119	119	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	b119	10	M2
120	120	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels.	b120
121	121	iv) Granite of any colour and shade having Area of slab over 0.50 sqm	b121	6	M2
122	122	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.	b122	6	M2
123	123	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.	b123	100	KG
124	124	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:	b124	500	KG
125	125	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.	b125
126	126	i) Hot finished welded type tubes	b126	10	KG
127	127	Providing and laying cement plaster on surfaces with Coarse sand including curing etc.	b127
128	128	ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)	b128	40	M2
129	129	Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5	b129	3	EA
130	130	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.	b130	70	M
131	131	Installation of supplied 10 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	b131
132	132	iii) In brick masonry pit with RCC strip under driveway including RCC top slab as per standard Drg. ENG/309. Manhole cover plates and frame to be paid separately	b132	1	LS
133	133	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	b133
134	134	iii) In brick masonry pit with RCC strip under driveway including RCC top slab as per standard Drg. ENG/317. Manhole cover plates and frame to be paid separately .	b134	1	LS
135	135	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	b135
136	136	ii) S/L Threaded U/G HD MS Pipes of 80 mm dia with fittings,doping	b136	12	M
137	137	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	b137
138	138	ii) S/L Threaded A/G HD MS Pipes of 80 mm dia with fittings,Painting	b138	2	M
139	139	iii) S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting	b139	18	M
140	140	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	b140
141	141	iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping	b141	40	M
142	142	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	b142	8	EA
143	143	iii) Making Flange joint between Slip on,blind and flange etc.of 50 mm dia. including gasket, nuts, bolts,3mm dia copper wire bonding	b143	4	EA
144	144	Supply and installation of ‘U’ type CS bend on the vent pipes including painting as per specifications and supplying and brazing wire mesh of 11 mesh per linear centi-meter of non-corrosive metal in two layers on both ends.	b144
145	145	ii) Supply & installation of U type CS bend on vent pipe of 50 mm dia	b145	1	EA
146	146	Supply and installation of screwed type gun metal valves as per IOC specifications: Angular Check Valve	b146
147	147	ii) S/I Cast Steel class 150 Flanged Ball Valve of 50 mm dia with nuts,bolts, gaskets etc as per specifications.	b147	4	EA
148	148	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	b148
149	149	i) 2 product - 4 nozzle MPPs/MPDs	b149	2	EA
150	150	Removing connected dispensing pump from pedestal including disconnection of pipeline, electrical connection, removal of nuts of the foundation bolts etc. complete.	b150	2	EA
151	151	Disconnecting, dismantling the existing pipeline both above/ Underground including excavating, breaking the enclosure walls, back filling & restoring the surface in original condition, disconnecting all the fittings, valves, strainers, filters, adjustable supports and all other fittings either by gas-cutting or hacksaw cutting after gas the lines, dismantling BM pedestals if required and stacking the dismantled pipes and fittings at site as directed	b151
152	152	vi) Dismantling and stacking 80 mm dia - UG P/L	b152	3	M
153	153	vii) Dismantling and stacking 50 mm dia - UG P/L	b153	20	M
154	154	viii) Dismantling and stacking 40 mm dia - UG P/L	b154	30	M
155	155	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.	b155	6	LS
156	156	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.	b156	2	EA
157	157	Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge	b157	3	EA
158	158	Dismantling of Air Gauge	b158	1	EA
159	159	Re-installation of Air gauges	b159	1	EA
160	160	Dismantling of Air Compressor	b160	1	EA
161	161	Re-installation of Air Compressor	b161	1	EA
162	162	Dismantling of MPDs	b162	2	EA
163	163	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items	b163
164	164	iv) 3 Core x 2.5 sq. mm Copper Cable FRLS	b164	500	M
165	165	CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compresson cable glands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used.	b165
166	166	vii) 3 Core x 2.5 sq. mm	b166	5	EA
167	167	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.	b167
168	168	vii) 3 Core x 2.5 sq. mm	b168	10	EA
169	169	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	b169	5	M
170	170	PROVISION OF EARTHING	b170
171	171	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	b171	2	EA
172	172	Supply & drawing/laying, jointing, connecting, testing and commissioning of earth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following :	b172
173	173	i) 50 x 10mm G.I. Strip	b173	45	M
174	174	ii) 32 x 6 mm G.I.strip	b174	30	M
175	175	iii) 50 x 6 mm G.I. Strip	b175	45	M
176	176	v) 25 x 3 mm GI strip	b176	100	M
177	177	vii) 10 S.W.G. G.I. Wire (bare)	b177	100	M
178	178	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)	b178	1	EA
179	179	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.	b179
180	180	Medium RO, Standard drawing No. ENG/IOCL/PDIL-2. List of Componets are: (a) 1 No. MCCB (3P+N) of 100 A, 35 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-100A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 100 A, Manually Operated Change over switch suitable for connection of Mains supply and 30 KVA DG Set /5 KW Solar system with required No. of MCCB (100 A,35 KA,3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 100A, 35 KA with UV coil O/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 100/5 A CL1 10VA Current Transformers ; PT (50 VA) along with 2 A control fuse link and 1 No. 6A , SP, Control MCB (g) 1 No DP MCB of 40 A, 10 KA for supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 125 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 9 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 3 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-3 (o) 8 Nos TP MCB of 16 A, 10 KA & 1 Nos TP MCB of 25 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement of IOCL.	b180	1	EA
181	181	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	b181
182	182	ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire	b182	5	M
183	183	DISPENSING PUMP CONNECTIONS	b183
184	184	ii) 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)	b184	2	EA
185	185	S/F FRP TANK Man hole Cover ,900 mm X 900mm Flat Black Cover with frame	b185	10	EA
186	186	Installation Charges for S/F of FRP Tank Manhole Cover	b186	10	EA
187	187	Lifting Handle C/W Foot Lever for use with Flat Sealed Covers and Trenches Panels	b187	1	EA
188	188	Intelligent Line Conditioner (ILC),Supply, Installation and Commissioning of IGBT based Static Voltage Stabilizer of Capacity 15kVA Three Phase with three phase surge protection device and Manual bypass switch; Voltage regulation done by High Frequency(20kHz) PWM driven IGBT.ensuring that the output voltage complies with the requirements of ITIC curve for regulated voltage supply to electronic machineryby superimposing generated wave on input wave, without any break or switching in the power path, current interruption, tra nsition or step changingNo moving part like Relay or Brush to be used for voltage regulation; The Architecture to be fully Solid Sta te; The output voltage must be free of harmful all spikes and EMI/RFI noises; Full Regulation Input Voltage Range 170-290VAC L-N: 29 5-505VAC L-L; Full Regulation Output Voltage 230VAC L-N ±1%: 400VAC L-L ±1%; Relaxed Regulation Input Voltage Range 140-300VAC L-N: 245-515VAC L-L; Relaxed Regulation Output Voltage 200-240VAC L-N; Operation Frequency 47-53Hz; Correction Speed at least 6000V/s; Ef ficiency at least 96% even at partial load; MCB at Input; Contactor at Output; Manual Bypass Switch; Overload, Short- Circuit, Doubl e Phase, Overvoltage (at 300VAC L-N), Undervoltage (at 140VAC L-N) Protections; Class II Surge Protection on all three phases indepe ndently, for at least 6kV, 8x20??s waveform; Ingress Protection at least IP20; Class H Insulation for Galvanic Components; Digital A nnunciation for status; Operating Temperature 0-60° C	b188	1	EA
189	189	Supply & Fixing of Earthing Clip Box of Size 200x300x400 mm for keeping crocodile clip	b189	2	EA
190	190	Upgd. of S R Petro, Patna: CNG	b190
191	191	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600	b191
192	192	i) All kinds of Soil	b192	120	M3
193	193	i) Local Fine Sand within grading zone IV	b193	35	M3
194	194	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:	b194
195	195	iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)	b195	5	M3
196	196	v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm)	b196	5	M3
197	197	Centering and shuttering including strutting, propping etc. and removal of form work for:	b197
198	198	i) Foundations,footings,bases of column	b198	100	M2
199	199	Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level	b199
200	200	ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm	b200	10	M3
201	201	Centering and shuttering including strutting, propping etc. and removal of form for :	b201
202	202	i) Foundations,footings,bases of columns, etc. for mass concrete	b202	200	M2
203	203	ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786	b203	1500	KG
204	204	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth	b204
205	205	ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH	b205	10	M3
206	206	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	b206	30	M2
207	207	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels.	b207
208	208	iv) Granite of any colour and shade having Area of slab over 0.50 sqm	b208	5	M2
209	209	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.	b209	5	M2
210	210	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.	b210	500	KG
211	211	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:	b211	3000	KG
212	212	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.	b212
213	213	i) Hot finished welded type tubes	b213	500	KG
214	214	Providing and laying cement plaster on surfaces with Coarse sand including curing etc.	b214
215	215	ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)	b215	50	M2
216	216	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.	b216
217	217	ii) M40 grade 80 mm thick Plain finish	b217	60	M2
218	218	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.	b218	1	M3
219	219	CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items	b219
220	220	xxi) 3.5 Core x 120 sq. mm Aluminium Cable FRLS	b220	70	M
221	221	ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc	b221	20	M2

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Upgradation Works Including Provision Of Cng Facilities At S R Petro , Phulwarisharif , Patna Under Patna Divisional Office Of Bihar State Office, On Nh-98, Phulwarisharif, Patna-Bihar

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Upgradation Works Including Provision Of Cng Facilities At S R Petro , Phulwarisharif , Patna Under Patna Divisional Office Of Bihar State Office, On Nh-98, Phulwarisharif, Patna-Bihar

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