Construction Of New Peripheral Road Between Dykes And Drainage Revamping Including Ows At Howrah Terminal ( Erstwhile Mourigram Terminal ) , Howrah Terminal, Radhadasi, Andul Road, Howrah, Wb-West Bengal

TDR : 26596568

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Howrah Terminal, Radhadasi, Andul Road, Howrah, Wb , West Bengal

Tender Brief : Construction Of New Peripheral Road Between Dykes And Drainage Revamping Including Ows At Howrah Terminal ( Erstwhile Mourigram Terminal )

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Submission Date
09-02-2021

Competition Type
Indian

Bidding Type
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Name of Work: Construction of new peripheral road between dykes and drainage revamping including OWS at Howrah(earstwhile Mourigram) Terminal.
1	1	Part - 1: Capital Works	ITEM CODE 1
2	2	Part - 1.1: Construction of new roads	ITEM CODE 2
3	3	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	ITEM CODE 3
4	4	All kinds of Soil	ITEM CODE 4	3290	M3
5	5	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.	ITEM CODE 5
6	6	With material confirming to grade-III (size 26.5 mm to .075 mm) having CBR value -20, Thickness as desired	ITEM CODE 6	1040	M3
7	7	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	ITEM CODE 7	700	M3
8	8	Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.	ITEM CODE 8
9	9	Local Coarse Sand within grading zone II/III	ITEM CODE 9	240	M3
10	10	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.	ITEM CODE 10
11	11	M40 grade 80 mm thick Plain finish	ITEM CODE 11	3100	M2
12	12	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.	ITEM CODE 12	95	M3
13	13	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:	ITEM CODE 13
14	14	1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm)	ITEM CODE 14	210	M3
15	15	Part - 1.2: Construction of new drains, pits, OWS, pumping shed & modification of existing drains	ITEM CODE 18
16	16	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	ITEM CODE 19
17	17	All kinds of Soil	ITEM CODE 20	2950	M3
18	18	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m	ITEM CODE 21	2760	M3
19	19	Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level:	ITEM CODE 22
20	20	1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm)	ITEM CODE 23	190	M3
21	21	Providing and laying in position, machine batched & machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement. Including admixtures in recommended proportions as per IS 9109 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.	ITEM CODE 24
22	22	M-25 grade reinforced cement concrete UP TO PLINTH LEVEL	ITEM CODE 25	910	M3
23	23	Centering and shuttering including strutting, propping etc. and removal of form work for:	ITEM CODE 26
24	24	Retaining/return wall, wall (any Thickness) including attached pilaster buttresses, plinth & string courses, fillets, kerbs&steps etc	ITEM CODE 27	6000	M2
25	25	Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels	ITEM CODE 28
26	26	Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786	ITEM CODE 29	77000	KG
27	27	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	ITEM CODE 30
28	28	150 mm dia. R.C.C. pipe	ITEM CODE 31	800	M
29	29	250 mm dia. R.C.C. pipe	ITEM CODE 32	350	M
30	30	300 mm dia. R.C.C. pipe	ITEM CODE 33	55	M
31	31	600 mm dia. R.C.C. pipe	ITEM CODE 34	25	M
32	32	Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5	ITEM CODE 35
33	33	Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH	ITEM CODE 36	30	M3
34	34	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	ITEM CODE 37	450	M3
35	35	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.	ITEM CODE 38	22000	KG
36	36	Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:	ITEM CODE 39	8000	KG
37	37	Providing and laying cement plaster on surfaces with fine sand including curing etc.	ITEM CODE 40
38	38	12 mm cement plaster of mix 1:6 (1 cement: 6 fine sand)	ITEM CODE 41	3000	M2
39	39	Finishing with Epoxy paint, 2 or more coats at all locations on steel work prepared & applied as per manufacturer's specifications including appropriate priming coat,preparation of surface, etc.	ITEM CODE 42	3000	M2
40	40	Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture	ITEM CODE 43	1100	M2
41	41	Finishing walls with Deluxe Multi surface paint system for interiors & exteriors using Primer as per manufacturers specifications with two or more coats applied on wall @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm	ITEM CODE 44	3000	M2
42	42	Providing and fixing Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge.	ITEM CODE 45
43	43	Profile Sheet for roofing	ITEM CODE 46	93	M2
44	44	Part - 1.3: Pumps, piping , electrical and allied works	ITEM CODE 50
45	45	Supply of Vertical Centrifugal Pump with FLP motor complete set\r\nDischarge capacity - 1200 LPM\r\nHead - 35 m	ITEM CODE 51	3	EA
46	46	Supply of Submersible Pump with FLP motor complete set\r\nDischarge capacity - 416 LPM\r\nHead - 35 m	ITEM CODE 52	4	EA
47	47	Supply of MS PIPE: IS-1239 Gr.C Heavy Duty	ITEM CODE 53
48	48	80 mm dia	ITEM CODE 54	180	M
49	49	100 mm dia	ITEM CODE 55	12	M
50	50	150 mm dia	ITEM CODE 56	102	M
51	51	Laying and welding (min 3 runs) of AG & UG Pipeline (GI IS-1239 Gr-C /MS IS -1239 Gr-C pipes) for pneumatic /service water / DG Set & FirePump Fuel Piping Systems following sizes of pipes at all places insidethe IOCL Location.Note:a) Painting of AG & UG piping will be paid separately b) AG piping shall also be suitably supported on the CC pedestals as perdesigned spacing etc., & the same will be paid separately. c) Excavation & civil works for UG piping will be paid separately.	ITEM CODE 57
52	52	80 mm dia	ITEM CODE 58	180	M
53	53	100 mm dia	ITEM CODE 59	12	M
54	54	150 mm dia	ITEM CODE 60	102	M
55	55	Painting of AG & UG Pipeline (MS IS-1239 Gr-C pipes) at all places inside the IOCL Location.a) AG Painting Scheme : Application for External/Internal painting forall product tanks shall be carried out by means of AIRLESS SPRAYPAINTING SYSTEM only. i. Surface Preparation as per SA 2½ ii Primer : P1-Inorganic Zinc Ethyl Silicate: Single Coat: DFT-65-75µ iii.Intermediate Coat : U1-Polyamide cured HB Epoxy MIO : Single Coat:DFT-100-125µiv. Finish Coat : F1-Two Pack Acrylic Poly Urethane(PU) : Single Coat:DFT-40-50µTotal Min DFT 215µ b) UG Painting Specification: Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESSSPRAY PAINTING SYSTEM only. i. Surface Preparation as per SA 2½ ii. Primer : P1 - Inorganic Zince Ethyl Silicate : Single Coats:DFT 65-75µ per coat iii. Finish Coat : F3 - Amine adduct Cured HB Epoxy Liner : Two Coats :DFT 100-125µ per coativ. Total Min DFT 265µ	ITEM CODE 61
56	56	80 mm dia	ITEM CODE 62	180	M
57	57	100 mm dia	ITEM CODE 63	12	M
58	58	150 mm dia	ITEM CODE 64	102	M
59	59	LAYING & WELDING FIRE HYDRANT PIPELINES (ABOVE GROUND) IN ZONE-A\r\nAbove ground pipeline to be laid on concrete pedestals (which is to be constructed as per the respective item of this schedule)/ FH pump house and manifolds and painting the pipeline as per the specifications enclosed. ( radiography shall not be done for fire hydrant lines & for lines to be used for water services)\r\nNote:\r\na. For the sizes of piping below 150 mm, direct stub connection shall be made on the headers with suitable pad plates and the rate quoted should include the same.\r\nPainting Scheme : Application for External/ Internal painting for all product tanks shall be carried out by means of AIRLESS SPRAY PAINTING SYSTEM only. \r\n1. Surface Preparation as per SA 2½\r\n2. Primer : P1-Inorganic Zinc Ethyl Silicate: Single Coat: DFT-65-75µ\r\n3. Intermediate Coat : U1-Polyamide cured HB Epoxy MIO : Single Coat: DFT-100-125µ\r\n4. Finish Coat : F1-Two Pack Acrylic Poly-Urethane(PU) : Single Coat: DFT-40-50µ\r\nTotal Min DFT 215µ\r\n	ITEM CODE 65
60	60	200 mm Dia	ITEM CODE 66	15	M
61	61	PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\r\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\r\n90 Deg LR elbow (1.5D)	ITEM CODE 67
62	62	80 mm dia	ITEM CODE 68	15	EA
63	63	100 mm Dia	ITEM CODE 69	2	EA
64	64	150 mm dia	ITEM CODE 70	60	EA
65	65	200 mm Dia	ITEM CODE 71	4	EA
66	66	PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\r\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\r\nEqual Tee	ITEM CODE 72
67	67	80 mm dia	ITEM CODE 73	2	EA
68	68	150 mm dia	ITEM CODE 74	11	EA
69	69	200 mm dia	ITEM CODE 75	1	EA
70	70	PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\r\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\r\nUn Equal Tee	ITEM CODE 76
71	71	150 x 150 x 100 mm	ITEM CODE 77	3	EA
72	72	200 x 200 x 150 mm	ITEM CODE 78	3	EA
73	73	PIPE FITTINGS : Supplying the following sizes of Elbows/ Tees/ Reducer made of carbon steel seamless pipes with bevelled ends as per enclosed specifications for the following sizes Note: The fittings shall be as per ASTM A 234 Grade WPB schedule 40 and dimensions as per ASME B 16.5.\r\nNote: The quantities given are only indicative.The actual quantities to be supplied will be based on the finalised drawing for pipeline routing.\r\nReducers (Concentric)	ITEM CODE 79
74	74	100 X 80 mm	ITEM CODE 80	3	EA
75	75	150 X 100 mm	ITEM CODE 81	3	EA
76	76	Supply of Cast Carbon Steel ASTM - A 216, Gr. WCB Double Flanged Gate Valve as per BS : 1414 ; API-600 , Class # 150, with stainless steel rising spindle & internal working parts,flange drilled as per ANSI B 16.5 Cl # 150,r all complete in all respect as per the direction of engineer-in- charge.	ITEM CODE 82
77	77	80 mm dia	ITEM CODE 83	4	EA
78	78	100 mm dia	ITEM CODE 84	3	EA
79	79	150 mm dia	ITEM CODE 85	25	EA
80	80	Supply (Class-150) CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification : Chk Vlv Dual Plate API 594 A 216 Gr. WCB CL150 RFTBE Wafer Type between Flanges Trim 1 to API 594 602 (13% Cr) AISI 410 Pin Inconel X750 Sprng 125 - 250 Ra Finish API 598.	ITEM CODE 86
81	81	80 mm dia	ITEM CODE 87	4	EA
82	82	100 mm dia	ITEM CODE 88	3	EA
83	83	Fixing the supplied Class-150 CS non return valves (swing check / lift ) for product and fire hydrant lines as per enclosed specification & drawings. NRVs shall be mechanically cleaned (St-2) & painted with 1 coat of P4 primer and 2 coats of F1 finish paint of approved colour and shade as per specifications and as per directions of site in charge. Rate is also inclusive of boding with multi-strand Cu strips.\r\n	ITEM CODE 89
84	84	80 mm dia	ITEM CODE 90	4	EA
85	85	100 mm dia	ITEM CODE 91	3	EA
86	86	Supply of following Slip On flanges OR Weld neck type- WNRF conforming to ASTM A- 105 Class 150; ANSI B 16.9	ITEM CODE 92
87	87	80 mm dia	ITEM CODE 93	13	EA
88	88	100 mm dia	ITEM CODE 94	12	EA
89	89	150 mm dia	ITEM CODE 95	54	EA
90	90	200 mm dia	ITEM CODE 96	2	EA
91	91	Supply of Y type (40 mesh) strainers as per specs and drawing for the hydrant / water piping system including fire water pumps & sprinkler/foam headers for the following LPM & pipeline sizes:	ITEM CODE 97
92	92	250 mm (Y type) & flow rate 410KL/HR	ITEM CODE 98	3	EA
93	93	Installing the supplied Y type (40 mesh) strainers as per specs and drawing for the hydrant / water piping system including fire water pumps & sprinkler/foam headers for the following LPM & pipeline sizes:\r\nNote: The strainers shall be cleaned and painted with 2 coats of P3 primer and 2 coats of F4 finish paint of approved colour and shade etc as per the directions of the site engineer & the rates quoted should include the same.\r\n	ITEM CODE 99
94	94	250 mm (Y type) & flow rate 410KL/HR	ITEM CODE 100	3	EA
95	95	Making flanged joints between flanges (WNRF/SORF/BLRF) including supplying and fixing 3 mm thick SW SS gaskets with graphite fillers, studs, nuts, bolts of approved make for the following sizes, as per IOCL specifications and site instructions. The flange joint shall also include providing and fixing multistrand copper wire/flat for bonding of product pipelines including provision of lugs.\r\n	ITEM CODE 101
96	96	80 mm dia	ITEM CODE 102	7	EA
97	97	100 mm dia	ITEM CODE 103	6	EA
98	98	150 mm dia	ITEM CODE 104	27	EA
99	99	200 mm dia	ITEM CODE 105	1	EA
100	100	Supply of FOOT VALVE, CI, 8\" X 150#	ITEM CODE 106	1	EA
101	101	Lowering company supplied submersible water pump in the existing bore, connection of electrical power supply cable and connection of pipe fittings etc complete. Payment for new cables, pipes and any other fittings will be paid seperately.	ITEM CODE 107	4	EA
102	102	Mounting, installing, aligning, testing and commissioning of the power driven product pumpsets supplied by IOC without causing damage to pumpsets and its accessories. Pumpsets shall be erected and aligned as per manufacturer's drawings.\r\nNote: The pumpsets shall be supplied anywhere within the premises and the contractor shall undertake to lead the same to the foundations at no extra cost. The cost of foundation shall be measured & paid separately under respective civil items.	ITEM CODE 108
103	103	1200 LPM X 20-40 M Head	ITEM CODE 109	3	EA
104	104	Fixing & Installation of the supplied ROSOV / DBBV / MOV / GOGV / PLUG VALVE / CS GATE VALVE / QUARTER TURN VALVE / BALL VALVE of the following sizes on the pipeline including supplying and fixing 3 mm thk SW SS gaskets, studs/nuts etc of approved make for the following sizes as per specifications and site instructions. \r\nNote: The rate quoted for the above items should include:\r\na. mechanical cleaning/greasing of the valves after erection.\r\nb. supplying and painting the valves/ fittings etc. with two coats of P3 primer and two coats of F4 finish paint of approved colour and shade as per colour coding specifications for fittings on product/ fire hydrant lines.\r\nc. Fittings on ethanol service shall be provided with PTFE gaskets 3mm thk.\r\n	ITEM CODE 110
105	105	80 mm dia	ITEM CODE 111	4	EA
106	106	100 mm dia	ITEM CODE 112	3	EA
107	107	150 mm dia	ITEM CODE 113	25	EA
108	108	200 mm dia	ITEM CODE 114	1	EA
109	109	Supply of XLPE insulated copper conductor armoured 3 C X 16 sq mm power cable with outer sheath with PVC FRLS properties	ITEM CODE 115	1350	M
110	110	Supply of XLPE insulated copper conductor armoured 2 X 3 C X 10 sq mm power cable with outer sheath with PVC FRLS properties	ITEM CODE 116	600	M
111	111	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	ITEM CODE 117
112	112	4 Core x 2.5 sq. mm Copper Cable FRLS	ITEM CODE 118	2190	M
113	113	Supply of XLPE insulated copper conductor armoured 2 X 1 C X 6 sq mm power cable with outer sheath with PVC FRLS properties	ITEM CODE 119	1050	M
114	114	Re-laying corporation supplied cable complete as per specification	ITEM CODE 120
115	115	4 sq.mm to 10 sq.mm XLPE / AYFY	ITEM CODE 121	1650	M
116	116	16 to 35 sq.mm XLPE / AYFY	ITEM CODE 122	1350	M
117	117	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.	ITEM CODE 123
118	118	4 Core x 16 sq. mm	ITEM CODE 124	8	EA
119	119	3 Core x 10 sq. mm	ITEM CODE 125	12	EA
120	120	2 Core x 6 sq. mm	ITEM CODE 126	28	EA
121	121	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 :	ITEM CODE 127
122	122	50 x 6 mm G.I. Strip	ITEM CODE 128	700	M
123	123	PROVISION OF EARTHING	ITEM CODE 129
124	124	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	ITEM CODE 130	6	EA
125	125	Providing, fixing, testing and commissioning of FLP junction box of approved make for cable connection/ jointing.	ITEM CODE 131
126	126	For cables 2.5 to 4 sqmm XLPE / AYFY	ITEM CODE 132	2	EA
127	127	For cables 6 sqmmXLPE / AYFY	ITEM CODE 133	2	EA
128	128	For cables of 25 sqmm XLPE / AYFY	ITEM CODE 134	3	EA
129	129	Part - 2: Revenue Works	ITEM CODE 141
130	130	Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge.	ITEM CODE 142
131	131	1:3:6 or richer mix (i/c equivalent design mix)	ITEM CODE 143	1265	M3
132	132	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	ITEM CODE 144	1265	M3
133	133	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	ITEM CODE 145	25000	KG
134	134	DISMANTLING Dismantling of following electrical fittings / fixtures with all leads and lifts.	ITEM CODE 146
135	135	Electrical cables of all sizes from under / above ground position	ITEM CODE 147	3000	M

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Construction Of New Peripheral Road Between Dykes And Drainage Revamping Including Ows At Howrah Terminal ( Erstwhile Mourigram Terminal ) , Howrah Terminal, Radhadasi, Andul Road, Howrah, Wb-West Bengal

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Construction Of New Peripheral Road Between Dykes And Drainage Revamping Including Ows At Howrah Terminal ( Erstwhile Mourigram Terminal ) , Howrah Terminal, Radhadasi, Andul Road, Howrah, Wb-West Bengal

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