Tender For Supply, Construction, Erection & Commissioning Of Civil, Structural, Electrical And Fire Fighting Works For Lng Storage & Lng Dispensing Facilities/Cng Station At Bengaluru & Dakshin Kannada Ga, Bengaluru-Karnataka

TDR : 54873537

Tender Notice
BOQ

23 Days Left

Bengaluru , Karnataka

Tender Brief : Tender For Supply, Construction, Erection & Commissioning Of Civil, Structural, Electrical And Fire Fighting Works For Lng Storage & Lng Dispensing Facilities/Cng Station At Bengaluru & Dakshin Kannada Ga

Document Fees
Refer document

EMD
₹ 2000000.0 /-

Tender Value
Refer document

Submission Date
20-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GAIL Gas Limited, Bengaluru Name of Work: SUPPLY, CONSTRUCTION, ERECTION & COMMISSIONING OF CIVIL, STRUCTURAL, ELECTRICAL AND FIRE FIGHTING WORKS FOR LNG STORAGE & LNG DISPENSING FACILITIES/CNG STATION AT BENGALURU & DAKSHIN KANNADA GA Tender Reference Number: GAILGAS/BLR/C&P/25-26/77NIC Tender Id: 2026_GAILG_273132_1 Do you want to quote for Bengaluru GA? Yes Name of the Bidder/ Bidding Firm / Company : 1 PRICE SCHEDULE1. This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. 2. Methodology for Selection of Contractor(s) shall be as mentioned Section-II of the Tender.3. Bidders are advised NOT to mention Rebate/Discount separately, either in the BOQ format or anywhere else in the offer. In case bidder(s) intend to offer any Rebate/Discount, they should include the same in the item rate(s) itself under the BOQ and indicate the discounted unit rate(s) only.In case, it is observed that any of the bidder(s) has/have mentioned Discount/Rebate separately, the same shall not be considered for evaluation. However, in the event of the bidder emerging as the lowest bidder, the Discount/Rebate offered by the bidder shall be considered for award of work and the same will be conclusive and binding on the bidder.4. In case, bidder has not quoted for particular Location, then bidder must not fill up the prices in BOQ. NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description(refer SCC & SOW of tender document for complete details) SOR Item Serial Number Quantity Units Estimated Rate (Rs.)(Encluding GST) ATotal amount for SOR Line Items (1+2+3) including 18% GST (in Rs.) Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Unit Rate excluding GST In Figures To be entered by the Bidder (In Rs. ) Rate fixed by buyer Amount of GST on Basic Amount (in Rs.) Total Amount (Rs.) (excluding GST) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category Total Amount (Rs.) (excluding GST) GST in Amount Total Amount [Inclusive of GST](Rs.) TOTAL TAXES It will be convert only If you choose Full Conversion, Until it will be treated as INR TOTAL AMOUNT In Words
2	PART - I : CIVIL WORKS
3	SITE CLEARANCE
4	DEMOLITION OF R.C.C./BRICKS/STONE MASONARYSite clearance by demolition of R.C.C./PCC/Brickwork/Stone Masonry/Stone Soling, Flexible pavements etc. along with removing the debris and disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if required as per technical specifications and direction of Engineer-in-charge.
5	Note:
6	1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge.
7	2. Demolition of RCC/PCC/Brick Masonry/Road will be paid in NET CUM after deductions for air voids as demolished.
8	CLEANING VEGETATIONCleaning bushes including uprooting of rank vegetation, green bush wood, trees and saplings of girth upto 30cms (measured at a height of 1m above ground), stacking the serviceable materials and disposal of the same including rubbish etc. upto any lead and all lift as per specification and direction of the Engineer-n-charge. (payment will be made for actual site clearance area only).
9	TREE CUTTINGTree cutting (only of girth more than 30 cm above 1m above ground) along with removal of roots and stumps and handing over the same to Owner / Owner's Representative including paying royalties, disposal, taking approval from competent authorities etc. all complete, as per technical specifications and direction of Engineer-in-charge.
10	Note:
11	1.Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies,loading/unloading, transportation, electric power, illumination and cost of handingover to owner/or his representative etc. complete in all respects as per scope of workand direction of Engineer-in-charge.
12	EARTH WORK IN EXCAVATION AND BACKFILLINGEarthwork in excavation for foundations in ordinary soils including soft rock / disintegrated rock in both dry and wet conditions including pumping and bailing out surface and subsoil water, shoring, strutting, slush removal including backfilling in all positions in layers of 300mm at all heights and depths as per drawings and specifications wherever required, in Foundation pits and other places with excavated suitable surplus earth including reclaiming from spoil heaps kept within the plot including dressing and levelling, watering and mechanical compaction etc.,transporting surplus unserviceable soil upto any lead and spreading in layers and as per specifications and direction of Engineer in charge. The Measurement for payment shall be for the theoretical volume only and it shall be the volume of the block of the excavation having maximum bottom dimension of the levelling course/PCC as per drawing and to actual depth.
13	For depth upto 2.0 m.
14	For depth beyond 2.0 m
15	Note:
16	1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works and refilling the side slopes and working space in layers as per requirement.
17	EARTH WORK IN EXCAVATION/ SITE GRADING IN HARD ROCKEarth work in excavation in hard rock for all type and size of foundations in any plan dimension up to required depth including disposal of excavated material up to any lead in all conditions, and disposal of surplus and unserviceable material. Surface to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings and directions of the Engineer-in-charge. The Measurement for payment shall be for the theoretical volume only and it shall be the volume of the block of the excavation having maximum bottom dimension of the levelling course/PCC as per drawing and to actual depth.
18	Note:-
19	1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works as per requirement.
20	EARTH WORK IN FILLINGSupply and Controlled earth filling with good quality imported earth from approved source under floors and other places with special compaction to achieve dry density of 95% standard proctor density as per instruction of the Engineer at all heights/depths upto any lead transporting, depositing, compacting and dressing, trimming complete as desired in layers not exceeding 30cm including watering, consolidating by mechanical means as per specifications and instructions of the Engineer.
21	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, right of way, cess, and backfilling using sand in all conditions,etc.
22	SAND FILLINGSupplying and filling approved quality coarse sand/M sand (Zone II or Zone III) in foundation or under floor, trenches, pits and other places, at all locations in layers of 150 mm thickness including watering and ramming, all lead, lift and depth complete as per drawing and specification and direction of the Engineer.
23	Note:
24	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, right of way, cess, and backfilling using sand in all conditions,etc.
25	PLAIN CEMENT CONCRETE
26	PLAIN CEMENT CONCRETE 1:2:4 (M 15)Supplying and laying plain cement concrete of grade 1:2:4 (M 15) with stone aggregate 20mm down grade (including shuttering if required) in foundations, floors, roof screed, aprons, pits, drains and other mass concrete works, steps, coping of wall, sill etc., at all depths and heights/levels as per drawings, specifications and directions of the Engineer-in-charge.
27	Note:Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works.
28	PLAIN CEMENT CONCRETE 1:3:6 (M 10)Supplying and laying plain cement concrete of grade 1:3:6 (M 10) with stone aggregate 40mm down grade (including shuttering if required) in all levelling courses under foundations, mass concrete works,road works, chambers, trenches,floors and any other locations at all depths complete in all respects as per drawings, specifications and directions of the Engineer-in-charge.
29	Note:Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works.
30	REINFORCED CEMENT CONCRETE IN SUBSTRUCTUREProviding and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete work of grade M-25 using 20mm down size graded aggregate at all depths and heights in substructure using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade.
31	Note:1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as, minimum 43 grade OPC cement/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works complete.2. The reinforcement shall be paid separately vide respective item.
32	REINFORCED CEMENT CONCRETE IN SUPERSTRUCTUREProviding and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete work of grade M-25 using 20mm down size graded aggregate at all depths and heights in superstructure using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade.
33	Note:1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as, minimum 43 grade OPC cement/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works complete.2. The reinforcement shall be paid separately vide respective item.
34	REINFORCEMENT STEELSupplying, Fabricating and Fixing in position TMT Grade Fe 500D reinforcement conforming to IS1786 at all levels and positions including the cost of transport, straightening, cutting, bending, cranking, welding, provision of necessary chairs and spacers, preparation of bar bending schedule and getting the same approved by EIC etc., complete as per drawings and specifications and including cost of binding wire, labour, testing etc., all complete in all respects as per detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be measured for payment.
35	Note:
36	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel, binding wire etc. with allbye works and sundry works complete.
37	2. Chairs, Unauthorised Laps, Spacers, Binding wire, Wastage etc. shall be to contractor's account.
38	BRICK WORK IN SUBSTRUCTUREProviding and laying BRICK WORK straight or curved on plan to any radius using best quality bricks with frog/indent, conforming to sub-class A as per IS:1077 having crushing strength of not less than 50 kg/cm2 in cement mortar 1 :4 (1 Cement : 4 Coarse Sand) in all types of foundation and substructure work at all depths/heights including projections, pillars, parapets, ornamentals of any shape, cornices, all complete including cut work,curing, scaffolding,including filling of joints with Cement Mortar 1:4 and racking of joints, etc. as per specifications, drawings and directions of theEngineer.
39	Note:
40	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC/PPC), bricks, finishes, weep holes, other minor construction materials, shuttering, staging, masonry work, etc. as per requirement with all bye-works and sundryworks complete as per drawings.
41	BRICK WORK IN SUPERSTRUCTUREProviding and laying BRICK WORK straight or curved on plan to any radius using best quality bricks with frog/indent, conforming to sub-class A as per IS:1077 having crushing strength of not less than 50 kg/cm2 in cement mortar 1 :4 (1 Cement : 4 Coarse Sand) in all types superstructure work at all depths/heights including projections, pillars, parapets, ornamentals of any shape, cornices, all complete including cut work, curing, scaffolding,includingfilling of joints with Cement Mortar 1:4 and racking of joints, etc. as per specifications, drawings and directions of the Engineer.
42	Note:
43	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC/PPC), bricks, finishes,other minor construction materials, shuttering, staging, masonry work, as per requirement with all bye-works and sundry works complete as perdrawings.
44	SINGLE STOREY BUILDING WORKS (Superstructure)Construction & handing over of Single storey RCC framed structre Utility/Office building/Control room building complete in all respect as per drawings (to be supplied by Owner) and as per scope, technical specification and directions of Engineer-in-charge.Note :-1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement/PCC cement, brick crushing strength of not less than 50 kg/cm2 , RCC,R/F steel, inserts,chequared plate , bolts, conduits, finishes, other minor construction materials, shuttering, staging etc. shoring/strutting, bailing and pumping out water, masonry work, DPC, plastering, painting, false ceiling, flooring/ false flooring & electrical trench, water proof treatment on roof, anti termite treatement below foundation and floors, plumbing, sanitation, Door & Window, Construction of staircase/Cat ladder all finishing work etc. with all bye works and sundry works complete in all respects.2. Foundation/ sub-structure to be paid separately vide respective item.3.To be read with in conjunction with Particular Job Specification and tender drawings.
45	PAYMENTSCHEDULE:The payment schedule for this item shall be as follows:1.40% on casting of roof and completion of brickwork up to roof level.2.15%on completion of all plumbing, sanitation, water proof treatment on roof, sewerage works inside and outside of the building. 3.35%on completion of all electrical, false ceiling, flooring &finishing works inside and outside of the building.4.10% on handing over of the completed building to the owner.
46	PAVER BLOCK FLOORINGSupplying and placing in position as per approved pattern of Cement Concrete Inter locking/grass jointed paver block 80 mm thick of approved shape, rough finish, M-40 strength of approved brand laid over the sand bed of minimum 50 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge.
47	Note :-
48	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks, sand, earth work in excavation incutting earth in all conditions, shuttering with all bye works and sundry works.
49	2.PCC below paver shall be paid separately vide respective item.
50	SINGLE S.S.TUBE TRENCH IN FORECOURTProviding and construction of Single SS tube trench in brick masonry over the 100 mm thick PCC (1:3:6) base with precast SFRC coversof 600x550X 70 mm thk along with edge angle (ISA 75x75x6) and fixing of ISA 50x50x6 for supporting pipe trays @ spacing of 1000 mm c/c along the trench, including 12 mm in CM 1:4 plastering of walls of trenches complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge.
51	Note:
52	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement, bricks, Edge angle, angle for supporting pipe trays, precast SFRC covers (600X550X70), aggregates / sand , finishes, bitumen, other minor construction materials, shuttering , staging, earthwork in excavation and backfilling using serviceable/ borrow earth in all conditions, shoring/strutting, bailing and pumping out water, masonry work, plastering etc. with all bye works and sundry works.2.To be read with in conjunction with Particular Job Specification and tender drawings.
53	DOUBLE S.S.TUBE TRENCH IN FORECOURTProviding and construction of double SS tube trench in brick masonry over the 100 mm thick PCC (1:3:6) base with precast SFRC covers of 600x550X 70 mm thk along with edge angle (ISA 75x75x6) and fixing of ISA 50x50x6 for supporting pipe trays @ spacing of 1000 mm c/c along the trench, including 12 mm in CM 1:4 plastering of walls of trenches complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge.
54	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement, bricks, Edge angle, angle for supporting pipe trays, precast SFRC covers(600X550X70), aggregates / sand , finishes, bitumen, other minor construction materials, shuttering , staging, earthwork in excavation and backfilling using serviceable/ borrow earth in all conditions, shoring/strutting, bailing and pumping out water, masonry work, plastering etc. with all bye works and sundry works.2.To be read with in conjunction with Particular Job Specification and tender drawings.
55	PLASTERINGProviding and applying 15 mm thick cement plaster 1 : 4 (1 cement : 4 medium coarse sand) smooth finish at all depths & heights on faces of walls, pillars, projection, bands, etc., including raking out joints if any left out, necessary dabbing, curing, scaffolding complete at all heights as per specification and drawings.
56	Note:
57	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC)/PPC cement, coarse sand and other minor construction materials as per requirement with all bye-works and sundry works complete as per drawings.
58	PLINTH PROTECTIONProviding & laying 100 mm thick plinth protection in PCC M15 with 20 mm nominal size aggregate including finishing the top smooth and in required slope, excavation, disposal of earthwork etc over a layer of 100 mm thick compacted sand over compacted earth.
59	PRE CAST COVERSProviding, hoisting and fixing up precast reinforced cement concrete of M-25 grade (20mm nominal size) in trenches, pits, tanks and the like including the cost of required centering, shuttering (with smooth surface) complete but excluding cost of reinforcement.
60	Note :-
61	1. The reinforcement shall be paid separately vide respective item.
62	INSERTSSupplying, Fabricating, Fixing at all levels and positions Steel embedments/ Inserts like Plates, Angle, Channels, Anchor boxes, MS pipe Sleeves including threading etc., including two coats of approved quality Synthetic enamel paint over a primer coat on the exposed Surfaces wherever necessary, complete as per Drawings, Specifications and directions of the Engineer-in-charge. (Jigs, Templates and Fixtures will not be paid seperately).
63	BOLTSSupplying and Fixing BOLTS & NUTS as per IS: 2062 /SAE 1018 with minimum yield strength of 250 MPA in concrete at all levels and positions, bolts with nuts and washers, pipe sleeves etc. including painting the exposed surfaces with two coats of approved paint, providing grease to exposed area of bolts, welding wherever necessary, complete as per drawing, specifications and instruction of engineer(PCC blocks, jigs and fixtures will not be paid extra) and protecting the same till final erection.
64	CONTRACTION JOINTSProviding 5mm wide 12mm deep groove by groove cutting machine in construction joint in RCC flooring,providing and filling with bituminous sand sealant including approved primer all complete as per drawing, specification and instruction of Engineer.
65	EXPANSION JOINTSProviding and laying 25 mm thick 150 mm deep expansion/seperation joint along the periphery of pump foundations, pedestals, flooring with approved bituminous impregnated fibre board conforming to IS 1838 including sealing the top 20mm depth with bituminous mastic sealant at all heights and locations with all bye-works complete as per drawing, standard practice as directed by engineer
66	GROUTINGProviding and laying a ready mix non-shrink cementitious grout of compressive strength of 30 N/mm2 under equipment base plate, anchor holes, etc. at all levels complete in all respects as per specifications, drawing and direction of the Engineer.
67	G.I.PIPESProviding and fixing of following size of G.I. pipes (medium duty) as per IS 1239 complete with G.I. fittings and clamps including cutting by hack saw, bending by hydraulic machine, trenching and refilling etc. including all labour and material complete as per approved drawing and direction of EIC.
68	50 mm nominal bore
69	100 mm nominal bore
70	150 mm nominal bore
71	CONCRETE PIPES (NP3 TYPE)Providing and laying non-pressure NP3 class (medium 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 trenching and filling complete as per direction of Engineer in charge.
72	150 mm dia
73	300 mm dia
74	600 mm dia
75	RAIN WATER HARVESTING PITProviding,constructing and finishing of rain water harvesting pit including boring up to ground water table, provision of filter media and construction of pit complete as per scope of work, detailed construction drawings and directions of the Engineer-in-charge.
76	1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, such as minimum 43 grade OPC cement, bricks of class designation M-7.5 of IS: 1077 in CM 1:4 (1 cement ;4 sand),bitumen,other minor construction materials, shuttering, staging,providing and placing R/F steel, inserts etc. with all by works and sundry works complete.2.To be read with in conjunction with Particular Job Specification and tender drawings.
77	BOULDER SOLINGProviding and laying 115 to 150 mm thickness dry trap rubble stone (granite/basalt) soling at all depths including hand packing, filling the interstices with chips, spalls and binding with grit and selected murrum, watering, compaction by hand ramming & rolling with 1 MT hand roller etc. complete as per attached job procedures, technical specification and as per direction of EIC.
78	STONE AGGREGATESupplying, stacking and spreading of stone aggregate of size 53 mm to 22.4 mm at desired locations inside the plot over well compacted earth complete as per construction drawing and as directed by Engineer-in-charge.
79	KERB STONE FIXINGProviding and fixing precast concrete Kerb stones (125 wide X 300 deep approx.) of M-30 grade or equivalent of approved make and shape at or near ground level as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC M-10 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge.
80	1. Rate to include all labour, tools, tackles, factory manufactured & steam cured Kerb Stones, shuttering, transportation, water charges, earth work if any,PCC etc complete.
81	GULLY TRAPProviding and fixing square mouth S.W. 100x100 mm size P type gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tightC.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design with common burnt clay bricks of class designation 5.0
82	BRICK MASONRY MANHOLESConstructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design including excavation,backfilling and disposal of surplus earth complete as per specifications, drawings and direction of Engineer- in-Charge.
83	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to benot less than 38 kg with common burnt clay bricks of class designation 5.0
84	Extra for depth for manholes
85	GLAZED STONEWARE PIPESProviding, laying and jointing glazed stone ware pipe class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 Cement : 1 Fine Sand) including embedding in PCC M-10, making haunches, necessary excavation, backfilling and testing of joints etc complete as per specification and upto1.5m depth. (PCC shall be paid separately).
86	100 mm dia
87	150 mm dia
88	SEPTIC TANKProviding and construction of septic tank in brick masonry with common burnt clay bricks of class designation 5.0 and base and top slab in RCC M25 complete in all respect as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-in-charge.
89	TYPE-I for 20 Users
90	Note:
91	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including CI vent, CI manhole cover, SW fittings, PVC coated rungs, brick, inserts, bolts covers, aggregates / sand fill conduits finishes in excavation and backfilling using strutting, bailing and pumping out water, masonry work, plastering, plumbing, sanitation, etc. with al bye works and sundry works. Scope of construction is from inlet chamber to outlet chamber. Over all depth of chamber may very as per site condition.2.To be read with in conjunction with Particular Job Specification and tender drawings.
92	SOAK PITMaking soak pit 2.5 m outside diameter and total depth of 2.5m with 45 x 45 cm dry brick honey comb shaft with bricks 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 7.5.item to be read with in conjunction with Particular Job Specification and tender drawings.
93	PROVIDING AND FIXING GRANITE STONE OVER DISPENSOR ISLANDProviding and fixing 20 mm thick polished, machine cut granite stone for dispenser islands of required size and approved quality laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement , mixed with matching pigment, epoxy touchups, including rubbing, making edge moulding, curing etc all complete as per detailed construction drawings , technical specifications and directions of the Engineer-In- Charge.
94	Note:1. Rate to include all labour, tools, tackles, hire charges, water charges etc complete.
95	WALL-CARE PUTTYProviding and applying wall-care Putty on plastered surfaces on internal walls for smooth and dry surface essential for painting, after removing all loosely adhering material from the wall surface. The substrate should be clean, free from dust, grease and loose materials. Dry and absorbent surfaces should be moistened with sufficient quantity of clean water. Apply the first coat on already moistened wall surface from bottom to upward direction uniformly. After drying of first coat of putty just rub the surface gently with west sponge or rub the surface very gently with the putty blade in order to remove the loose particles. Allow the surface to dry for at-least 3 hours and then apply second coat of putty. Leave the surface to dry completely. After drying of second coat remove marks if any with the help of moist sponge or rub the surface very gently with the putty blade. Leave the surface to dry preferably for overnight. The total thickness of the coats should be limited to maximum 1.5mm.The job to be executed as per attached technical specifications, job procedures etc. complete and as directed by EIC.
96	EXTERNAL EMULSION PAINTProviding and applying two coats of external emulsion paint of approved shade, at all locations over and including a priming coat over wall surface, bands, parapet etc., including preparation of surface complete with all bye works complete as per specification and direction of the Engineer.Total = 1 Coat of Primer/Snowcem + 2 Coat of Emulsion PaintOne coat means painting the surface first with vertical stroke, followed by horizontal stroke. Each coat shall be allowed to dry before next one is applied. Further each coat shall be inspected and approved by the Site-in-charge before the subsequent coat is applied.The job to be executed as per attached technical specifications, job procedures etc. complete and as directed by EIC.
97	PLASTIC EMULSION PAINTProviding and applying acrylic plastic emulsion paint of approved make and shade to give an even shade over a primer coat as per manufacturers recommendations after applying putty to level and plumb and finishing with 3 coats of plastic with roller to get matt finish. Base coating shall be as per manufacturers recommendation for coverage of paint all complete to the satisfaction of EIC.Any type of Crack/fine line shall be filled with white cement and fine plaster added with waterproofing compoud .Wall care putty shall be before painting.
98	LIME PAINTSupply & application of 1 coat of primer and 2 coats of lime paint (1 Lime: 3 Water) on surface of wall at all heights and depth including preparation of base, scaffolding complete with all bye works, specification and direction of the Engineer.Clean gum shall be dissolved in hot water and ultramarine blue of approved quality and quantity as directed by Site-in-charge, shall be added and thoroughly mixed.Total Coats = 1 Coat of Primer + 2 Coat of lime paint.One coat means painting the surface first with vertical stroke, followed by horizontal stroke. Each coat shall be allowed to dry before next one is applied. Further each coat shall be inspected and approved by the Site-in-charge before the subsequent coat is applied.The job to be executed as per attached technical specifications, job procedures etc. complete and as directed by EIC.Rate to include whitening,scaffolding, tools & tackles etc complete.
99	EXTERNAL DEVELOPMENTPreparing the bed by scarifying and deweeding existing surface, placing humus earth mixed with manure/cow dung in the ratio of 8:1 for a depth of 30 cm, rough dressing, fine dressing, levelling and flooding with water, planting of selection 1 species of grass with 5 cm X 5 cm spacing as indicated by site incharge and thereafter maintenance and watering for 45 days including all labours, tools, tackle, complete.
100	Note:1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as earth, plant material, manure, pesticides, earthwork etc., with all bye works and sundry works.2. The rate to include all replacements, maintenance, watering etc. for 1 year.3. To be read in conjunction with relevent clause of PJS.
101	SPEED BREAKERsupply and installation of high grade rubber and PVC made Speed Breakers at ingress and egress. Make, size and type shall be as per directions of Engineer-In-Charge
102	ROAD WORKS
103	GRANULAR SUB BASEProviding, laying, spreading, and compacting graded stone aggregeate Granular Sub Base over subgrade, aggregate gradation shall be as per Table No 400 - 1 of Grading 1 of MORTH specifications (See Note 1) including transportation of material to site , laying in uniform layers with well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in layers of 200 mm thickness each. Rate to include preparation of existing subgrade surface to the proper line and level and compacted as directed by Engineer in charge.
104	Note 1:
105	IS Sieve Designation % Passing75.0 mm 10053.0 mm 80-10026.5 mm 55-909.50 mm 35-654.75 mm 25-552.36 mm 20-400.425 mm 10-250.075 mm 3-10
106	WET MIX MACADAMProviding, laying, spreading, and compacting graded stone aggregate to wet mix macadam specifications as per Table no 400 - 11 of MORTH specifications (See Note 1) including the premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layers with paver/grader/manual in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in a layer of 105mm thickness over GSB Layer.
107	Note 1:
108	IS Sieve Designation % Passing53.0 mm 10045.0 mm 95-10026.5 mm ---22.40 mm 60-8011.20 mm 40-604.75 mm 25-402.36 mm 15-300.06 mm 8-220.075 mm 0-8
109	REINFORCED CEMENT CONCRETE IN PAVING/GRADE SLAB WITH VACUUM DEWATERED CONCRETING USING TREMIX OR EQUIVALENT METHODProviding and Laying in position machine batched and machine mixed Design mix / Ready mixed M-30 grade concrete for slab/paving work at all depths and heights using 20 mm down size graded aggregate in panels of 4.0m x 4.0 m or as per approved drawing by using vacuum dewatering method (tremix flooring or equivalent) using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer and providing necessary formwork with MS Channel sections, curing, edge treatment, making necessary slope, vibrating with needle and surface vibrators and finishing with broom finish including cost of centering & shuttering, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement all complete in all respects and as per direction of Engineer-in-Charge. Cost of providing and laying 12 mm wide 25 mm deep polysulphide sealant in contraction joint in RCC floor including groove cutting is included within this SOR Item. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-in-Charge to produce Design Mix Concrete.
110	Note:
111	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works and sundry works complete.
112	2. Reinforcement & Expansion Joints shall be paid separately vide respective item.
113	EXPANSION JOINTS FOR ROADSProviding 25mm wide 200 deep expansion joint with 25 thick PUF filler board, top filled with 15 mm x 25 mm polysulphide sealant, 32mm dia medium grade PVC sleeve with end cap at one end with 20mm dia plain MS bar @ 500mm c/c etc all complete as per drawing, specification and instruction of Engineer.
114	PART-II ELECTRICAL
115	Supply,Transportation, installation, testing, commissioning of Lighting Distribution Boards (LDBs):
116	Surface/Recess mounted Lighting Panel (LDB) for Building Lighting consisting of 63 Amp & 32 Amp (100mA sensitivity) 4 Pole RCBO asincomers(Grid+Invertor supply) along with two isolated Cu busbar and 10 Nos. 10A DP MCBs & 10 Nos. 16A DP MCBs as out goings complete with ammeter ,indication lamp etc.
117	Dismantling & Re-installation of Lighting Poles
118	Dismantling of existing Lighting Poles including their control gear box, respective foundation, safely removing all the cables connected to these poles with all other associated accessories including making good the disturbed road/ infrastructure in all respect and and re-installation of all these poles including fixture, foundations, cabling and other associated accessories at new location within the terminal as per direction of Engineer In Charge/ Contructiondrawings.
119	LT Power cables
120	Supply,transportation laying, termination, testing and commissioning of the 1.1kV grade XLPE insulated, PVC sheathed, FRLS power and control cables (conforming to IS:7098 and specification).of following sizes in trenches/ excavated under ground trench /trays, pulling through pipes and its proper sealing, including supply and installation of all cable accessories and erection material items such as cable tags, cable jointing, route markers, double compression FLP/Non FLP glands as per the requirement, ferrules, lugs, sleeves, JB, preparation of cable trench, road / RCC / paved area cutting & restoring ; sealing compound (for sealing of cables in field) & G.I. pipes (Class B) for entering in MCC/Control rooms and its sealing, terminations at both ends, etc. as per tender specification
121	4C x 6 mm2 2XWY
122	3C x 2.5 mm2 2XWY
123	2C x 4 mm2 2XWY
124	Supply, Installation, testing & commissioning of point wiring as per details in construction drawing & specification includes PVC conduits in ceiling, complete wiring including flexible wire (FRLSH PVC), switch boxes & switches (ANCHOR ROMA make or equivalent), Multi strand Flexible FRLSH PVC insulated copper conductor wires/cables for following items (Wiring from DB to Switchboard is included in the point wiring)-
125	Surface/ recess mounted LED light fixture with LED lamp (type LCTLRN-36 -CDL/ LCTLSNE-36-CDL of CG make or equivalent).
126	Surface/ recess mounted LED light fixture with LED lamp (type LCTLRN-18 -CDL of CG make or equivalent).
127	Emergency LED Exit Light For Emergency Evacuation and Fire Purpose with 3 hours battery backup (type - PEL 111 E/NM/V PEL or Equivalent)
128	Exhaust fan (Industrial type 300/450 mm) with louvers,950 rpm,55watt.
129	Socket outlet (5/15 Amp combination)
130	20 Amp sheet steel enclosed industrial type socket with 20 Amp DP MCB for AC.
131	Lighting Switchboard unit - pre wired , flush mounted with thick bakelite cover with conduit knock outs on the sides & having 240V, 5A switches – 8Nos. & 5A Switch Sockets – 2 No. or as per requirement.
132	Ceiling fan with electronic regulator ( Energy efficent, 50W, 1200 mm sweep)
133	Wall mounted fan with electronic regulator ( Energy efficent, 50W, 400 mm sweep, 1300 rpm) etc complete in all respect for wall mounting
134	Supply and laying of following sizes of class 'B' G.I.Pipe in required length fixed on steel, concrete or similar sructure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc. small civil works, including all labour and materials complete as per approved drawings and directions of Engineer-In-Charge.
135	50 mm NB
136	100 mm NB
137	Supply, Installation, Erection of following Hot Dip Galvanized Ladder/Perforated Type cable trays (as per EN ISO 1461) including bends, tee, crosses,horizontal and vertical splices etc. as required including supply of all G.I hardwares, all labour and material as required as per standard drawings,specification and direction of Engineer-in-charge
138	Ladder type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes.
139	150 mm wide
140	300 mm wide
141	Perforated type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes.
142	150mm wide
143	300mm wide
144	Erection Material
145	Supply, Fabrication and errection of MS base frame support for switch gear and bracket for misc. electrical equipment, cable and cable tray support out of roled MS section,pipes,plates etc including welding, bolting, reveting, supply of necessary anchor bolts and grouting etc supply of paints applying one coat of anti rust primer two finish coats of approved synthetic enamel paints including bracking walls, floors etc for structure as required including supply of all GI hardware materials including all labour and materials complete as required and the direction of Engineer-in-charge.
146	Telephone & LAN
147	Supply, Installation, testing and commisioning of telephone sockets (Piano reed Type) in recess PVC conduit including PVC conduit,telephonesocket,cable,accessories etc as required.
148	Supply, Installation, testing and commisisoning of LAN sockets (Piano reed Type) in recess PVC conduit including PVC conduit,LANsocket,cable,accessories etc as required.
149	Supply of 10 pairs, jelly filled/aerial self supporting armoured Telephone Cable, including accessories etc as required.
150	Supply of 2 pairs, jelly filled/aerial self supporting armoured Telephone Cable, including accessories etc as required.
151	Supply of UTP cable (CAT 6)
152	Main Distribution Frame - 10 pair
153	Managed LAN switch with single incomer and 8 nos out going port complete in all respect.
154	OUTDOOR LIGHTING
155	Design, engineering, shop testing, Supply , Erection, testing & Commissioning, packing and forwarding, transportation, delivery at storage and from storage to site lighting fixtures complete with mounting bracket, flame proof/non flame proof, control gear box as per the type of fixture, lamps etc. including civil work with pipe inserts for cables and connecting work, with all material and labour as per specifications, drawings and instruction of Engineer-in-charge. Work to be completed in all respects.
156	Flame proof integral/ Non integral well glass type fixture with 72W LED lamp with flame proof control gear box/JBs(four way) and shall be suitable to fit on building/ structure roof/pole (Make CGL model no.FWL 1212IH/B 72W or equivalent) .
157	Street lighting pole 6mtr high GI octagonal pole complete with bracket, GI clamps for fixing flame proof control gear box as per standard drawing (MEC/SD/05/E9/77/04) & specification (MEC/TS/05/E9/077B).( Make shall be from approved venor list)
158	PART-III FPS
159	MECHANICAL WORKS
160	PLANT PIPING (ABOVEGROUND) SUPPLY, FABRICATION, ERECTION, INSTALLATION, PAINTING AND TESTING OF PIPING :
161	SUPPLY OF PIPES:Complete work of supply of ERW pipes with fittings, Flanges etc., including all taxes, duties, transportation and inspection charges but not limited to, the following items in accordance with relevant specifications , drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.
162	FABRICATION, ERECTION, INSTALLATION, PAINTING AND TESTING OF Above Ground pipes:Receiving and taking over / handling of all supplied materials from Contractor's / Owner's designated place(s), transportation including loading, unloading, handling from Contractor's /Owner's designated place(s) to Contractor's own stock yard(s)/ work site(s)/ work shop(s) including arranging all necessary storage area(s) thereof, as required; supply of all balance materials (except supply of those specified subsequently in SOR), equipment, consumables as defined in Contractor's scope of supply and their transportation to the work site(s); performing all above ground piping fabrication works including cutting,edge preparation (inclusive of grinding the edges of pipes, fittings etc. to match with the matching edges of uneven/ different thickness wherever required) including, fit up, bending, pre-heating wherever required, welding, threading etc.; fabrication of fittings like miter bends, tees, reducers etc other than those in the scope of contractor and erection of the same, erection of pipes of all types and thickness over sleepers, overhead on racks and at all elevations; hook-up with, existing header, equipments etc, fittings of all sizes i.e.elbows, reducers, tees, 'blind flanges, including fixing of all types of gaskets , bolts, studs and nuts of all sizes; cleaning and flushing, carrying out hydrostatic test at 15 kg/cm2 (g) (minimum 1.50 times the design pressure) ,carrying out 10% non-destructive testing of each size such as radiography by gamma ray, magnetic particle, liquid penetration etc., pre- commissioning and commissioning; surface preparation, primer, painting complete of pipeline with fittings as per MECON painting specification no. MEC/S/05/21/07, Painting to be done by spray only, clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owner's designated place(s); completing all works in all respects as per the AFC drawings, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge.Supply of paints, solvents and primers , preparation of surfaces by sand/grit blasting using one of the abrasives and application of Zinc Ethyl Silicate Primer (P1- One coat @ 75 microns DFT / coat), Two pack epoxy – polyamid mio Intermediate / undercoat paint (U1- One coat @ 100 microns DFT/coat minimum) and Two pack aliphatic acrylic polyurethane finish paint ( F2-Two Coats @ 40 microns DFT /coat minimum) suitable for normal corrosive painting environment as defined in contract document. Identification, lettering/ numbering, colour coding and colour bands as per Industry Quality Control manual etc. as specified including rub down and touch up of shop primer or scrapping of shop primer wherever required and providing of scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings,Standards and instruction of Engineer-in-Charge. Painting shall be done by spray only.
163	10 INCH, IS: 3589,Thk.-7.1 mm
164	8 INCH, IS: 3589,Thk.-6.3 mm
165	6 INCH, IS: 1239,Thk.- Heavy
166	4 INCH, IS: 1239,Thk.- Heavy
167	3 INCH, IS: 1239,Thk.- Heavy
168	2 INCH, IS: 1239,Thk.- Heavy
169	1 INCH, IS: 1239,Thk.- Heavy
170	3/4 INCH, IS: 1239,Thk.- Heavy
171	PLANT PIPING (UNDER GROUND) SUPPLY, FABRICATION, ERECTION, INSTALLATION, WRAPPING & COATING AND TESTING OF PIPING:
172	SUPPLY OF PIPES:Complete work of supply of ERW pipes with fittings, flanges etc., including all taxes, duties, transportation and inspection charges but not limited to, the following items in accordance with relevant specifications indicated in scope of work indicated in SCC, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.
173	FABRICATION, ERECTION, INSTALLATION, PAINTING AND TESTING OF Under Ground pipes:Receiving and taking over of all Owner supplied materials from Owner's designated place(s) of issue, transportation including loading, unloading, handling from Owner's designated place(s) of issue to Contractor's own stock yard(s)/ work site(s)/ work shop(s) including arranging all necessary storage area(s) thereof, as required; supply of all balance materials (except those specified subsequently in SOR), equipment, consumables as defined in Contractor's scope of supply and their transportation to the work site(s); performing all under ground piping fabrication works including cutting,edge preparation (inclusive of grinding the edges of pipes, fittings etc. to match with the matching edges of uneven/ different thickness wherever required) including, fit up, bending, pre-heating wherever required, welding, threading /tapping etc.,; hook-up with, existing header, equipments etc, fittings of all sizes i.e.elbows, reducers, tees, 'blind flanges, including fixing of all types of gaskets , bolts, studs and nuts of all sizes;
174	Cleaning and flushing, carrying out hydrostatic test at 15 kg/cm2 (g) (minimum 1.50 times the design pressure) ,carrying out 10% non-destructive testing of each size such as radiography by gamma ray, magnetic particle, liquid penetration etc., pre-commissioning and commissioning; clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owner's designated place(s); completing all works in all respects as per the AFC drawings, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge.Job also includes trenching to all types of soil to specified depth, laying the already wrapped and coated pipes, back filling the trenches with available approved soil and also laying the pipes through hume pipes/culverts. Cost of wrapping as per IS: 10221 to be included in the cost including supply of wrapping materials. Cost of supply of hume pipes for road crossing also to be included.
175	8 INCH, IS: 3589,Thk.-6.3 mm,A33A,
176	6 INCH, IS: 1239,Thk.- Heavy, A33A
177	4 INCH, IS: 1239,Thk.- Heavy, A33A
178	SUPPLY AND ERECTION OF VALVESComplete work of supply & erection of valves including Design, Engineering, Manufacturing, Testing, Inspection, Packaging, Forwarding, Transportation to store, supply and erection of matching companion flanges, gaskets, fasteners, nuts & studs, etc. but not limited to, the following items in accordance with relevant specifications indicated in scope of work, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.Handling including lifting and transportation from Owner's/ Contractor's own storage yard to work site and installation of all types of valve by bolting, threading or welding,including supply of gaskets, nuts & studs, etc. and insertion/ erection of the same on either side of flanged valve at all elevations of pipe sleepers, supports or overhead on racks, equipments nozzle, pumps & painting etc. supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of Engineer-in-charge including servicing/ cleaning of valves wherever requried.
179	Gate Valves as per details below:
180	Size - 10 INCH, Rating - 150
181	Size - 8 INCH, Rating - 150
182	Size - 6 INCH, Rating - 150
183	Size - 4 INCH, Rating - 150
184	Size - 3 INCH, Rating - 150
185	Size - 2 INCH, Rating - 150
186	Tripple Offset Butterfly Valves as per details below:
187	Size - 4 INCH, Rating - 150
188	Ball Valves as per details below:
189	Size - 2 INCH, Rating - 150
190	Size - 1 INCH, Rating - 150
191	Size - 3/4 INCH, Rating - 150
192	Size - 1/2 INCH, Rating - 150
193	Non Return Valves as per details below
194	Size - 6 INCH, Rating - 150
195	Size - 3 INCH, Rating - 150
196	Size - 2 INCH, Rating - 150
197	Pressure Safety Valve (Max pressure=10 kg/cm2)
198	Expansion Bellow as per details below:-
199	Size - 6 INCH, Rating - 150
200	Size - 2 INCH, Rating - 150
201	SUPPLY & ERECTION OF Y /T TYPE STRAINERDesign, Engineering, Manufacturing, Testing, Inspection, supply & erection including Packaging, Forwarding, Transportation, supply and erection of matching companion flanges, gaskets, fasteners, nuts & Stud , etc. to store of \\"Y / T\\" type strainer with cast Steel body & SS strainer as per approved Drg.,/ Data Sheet/ PJS etc but not limited to, the following in accordance with relevant specifications , drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT as per details below. Handling including lifting and transportation from Owner's/ Contractor's own storage yard to work site and installation & commissioning of \\"Y / T\\" type strainer with cast Steel body & SS strainer by bolting, threading or welding,including supply of gaskets, nuts & bolts, etc. and insertion/ erection of the same on either side of flanged valve at all elevations of pipe sleepers, supports or overhead on racks,pumps & painting etc. supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of Engineer-in-charge including servicing/ cleaning wherever requried as per details below.
202	8\\" T/Y Type Strainer - 150#
203	4\\" T/Y Type Strainer - 150#
204	3\\" T/Y Type Strainer - 150#
205	HYDRANT SYSTEMComplete work of supply & erection including Design, Engineering, Manufacturing, Testing, Inspection, Packaging, Forwarding, Transportation to store, gaskets, fasteners, nuts & bolts, etc but not limited to, the following items in accordance with relevant specifications indicated in scope of work, SCC, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.
206	Supply & Erection of stand post type hydrant with single outlet 3\\" inlet bronze landing valve (conforming to IS : 5290 : 1993 ) with matching flanges (Conforming to IS : 6392 Table-17 / ANSI B 16.5), with control fitted with 63 mm dia instantaneous female coupling on the outlet complete with orifice flange as required for network pressure ranging from 9 to 10.5 Kg/cm2, blank cap and chain. bolts, nuts and gaskets, etc., complete as per data sheet & technical specification . (1 set consists of 1 no. of single valves with stand post & matching flange, gaskets, nut & bolt all complete). The assembly shall be suitable for direct erection over companion flange on branch outlet from main header. Handling including lifting and transportation from Owner's/ Contractor's own storage yard to work site and installation by bolting, threading or welding,including insertion/ erection of matching companion flanges, gaskets, fasteners, nuts & bolts, etc supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of Engineer-in-charge including servicing/ cleaning wherever requried.
207	Supply & Erection of 1750 LPM stand post type water cum foam monitor (UL Listed / FM Approved) as per Data sheet & Technical Specification with jet / spray nozzle with drain provision and all other accessories including suitable orifice plate for network pressure ranging from 8 to 10.5 Kg/cm2 and matching flanges of 4\\" size confirming to IS: 6392 Table - 17, bolts, nuts and gaskets complete including painting as specified & directed by EIC. Handling including lifting and transportation from Owner's/ Contractor's own storage yard to work site and Erection by bolting, threading or welding,including insertion/ erection of matching companion flanges, gaskets, fasteners, nuts & bolts etc supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of Engineer-in-charge including servicing/ cleaning wherever requried.
208	Supply & Erection of FRP fire hose cabinet suitable for accommodating 2 nos of 15 mtrs long canvas hose with coupling, branch pipe and nozzle for external hydrants with double glass door, lock & key including outdoor mounting arrangement complete as specified. Necessary hangers and brackets for hose, nozzle and branch pipe or universal branch pipe to be provided within the cabinet. Provision for putting key of the cabinet shall also be provided.Handling including lifting and transportation from Owner's/ Contractor's own storage yard to work site and Erection of FRP fire hose cabinet including supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications andinstructions of Engineer-in-charge including servicing/ cleaning wherever requried.
209	Supply of 63 mm dia 15 m long RRL Hose including gunmetal male and female instanteneous type coupling , machine wound with GI wire complete in all respects. Hose to IS:636 type A, UL Listed / FM Approved and coupling to IS:903:1984 with ISI certification.(One set consists of 2 nos each of 15m length)
210	Supply of Jet Nozzle with branch pipe ( IS 903)
211	4 way Fire Brigade Inlet
212	HIGH EXPANSION FOAM GENERATORS
213	Complete work comprising of Design, Engineering, Supply, Inspection, Erection, testing & commissioning of Water Turbine Powered based HighExpansion Foam Generators (Fixed Type) with by-pass system along with inlet coupling & pressure gauge, Fixed Inline foam Inductor ,Foam pick up
214	Complete work comprising of Design, Engineering, Supply, Inspection, Erection, testing & commissioning of Water Turbine Powered based HighExpansion Foam Generators (Portable Type) along with by-pass system inlet coupling, portable type Inline Foam Inductor, Foam pick up tube, strainer &
215	SUPPLY & ERECTION OF ITEMS/COMPONENTS RELATED TO FIXED FOAM SYSTEM
216	Foam Solution per tender spec. confirming to IS-4989 Part-II & UL listed, 3% concentrate filled in 200/210 ltr HDPE barrels.
217	Foam Solution per tender spec. confirming to IS-4989 Part-II & UL listed, 3% concentrate filled in 1000 ltr HDPE Tote. The outer frame shall be Rigid welded hot dipped galvanized tubular steel cage. Bottom plate shall be galvanized steel base shaped for inner container support and stability.
218	ROTATING EQUIPMENT WORKS - MECHANICAL WORKS (SUPPLY & ERECTION)
219	DIESEL ENGINE DRIVEN FIRE MAIN PUMP
220	Design, Engineering, Manufacturing, Supply, Installation and commissioning (including packaging and forwarding, insurance, handling and unloading at GGL Bengaluru & Mangalore GA of Diesel engine driven Horizontal centrifugal pumping set, Horizontal Split casing pump (Conforming to MECON TS No. MEC/TS/05/28/081/05) with bronze impeller with C.I. Body and pump accessories complete and connected by a flexible coupling to a water cooled diesel engine (Conforming to IS : 10002) mounted on a common structural base plate, complete with panels, dry type batteries (including one spare battery) battery charging, cooling system, fuel tank, fuel system, automatic starting arrangement, exhaust pipe (with mineral wool/ rock wool insulation of specified thickness as per EIC) of required length to discharge at suitable height as per MECON TS No. MEC/TS/05/28/081/05 with muffler to meet latest environmental norms, day oil tank (storage of 8 hrs. running capacity) mounted on suitable structural/Civil supports, matching flanges (conforming to IS:6392 table - 17), SS bolts, nuts, gaskets, common base plate, flexible coupling, coupling guard, power and control cable, consumables, compulsory erection & commissioning spares, first fill of lubricants, Special Tools Tackles etc., Configuration, Interfacing, assistance in erection at site, Integrated Testing & Commissioning as per Job specifications and Special Instructions enclosed. The diesel driven pump shall be started automatically through a pressure transmitter and stopped manually. Provision of signal output to control room shall be there in the pump panel to be installed in pump house. The work shall be carried out as per MECON TS No. MEC/TS/05/28/081/05 for pumps and MEC/TS/05/28/081/09 for Diesel Engines. The main pump shall be started automatically through a pressure transmitter and stopped manually. Provision of signal output to control room shall be there in the pump panel to be installed in pump house. The work shall be carried out as per direction of Engineer in Charge.Capacity of Pump : 27 m3/hr.
221	ELECTRICAL MOTOR DRIVEN MAIN FIRE PUMP.
222	Design, Engineering, Manufacturing, Supply , Installation and commissioning (including packaging and forwarding, insurance, handling and unloading at GGL Bengaluru & Mangalore GA of Motor driven Horizontal centrifugal pumping set, Horizontal Split casing pump (Conforming to MECON TS No. MEC/TS/05/28/081/05) with bronze impeller with C.I. Body and pump accessories complete and connected by a flexible coupling with Electirc motor including electric motor, Cable, common base frame, matching flanges (conforming to IS:6392 table - 17), SS bolts, nuts, gaskets, coupling, coupling guard, foundation bolts, nuts and gaskets, electrics, instrumentation, cable laying, starting panels with soft starter, consumables, compulsory erection & commissioning spares, first fill of lubricants, special tools tackles, configuration, interfacing, integrated testing & commissioning as per job specifications and special instructions enclosed. The main pump shall be started automatically through a pressure transmitter and stopped manually. Provision of signal output to control room shall be there in the pump panel to be installed in pump house. The work shall be carried out as per direction of Engineer in Charge.
223	ELECTRIC MOTOR JOCKEY PUMP
224	Design, Engineering, Manufacturing, Supply , Installation and commissioning (including packaging and forwarding, insurance, handling and unloading at GGL Bengaluru & Mangalore GA of Motor driven Horizontal centrifugal Jockey pumping set, Horizontal Split casing pump (Conforming to MECON TS No. MEC/TS/05/28/081/05) with bronze impeller with C.I. Body and pump accessories complete and connected by a flexible coupling with Electirc motor including electric motor, Cable, common base frame, matching flanges (conforming to IS:6392 table - 17), SS bolts, nuts, gaskets, coupling, coupling guard, foundation bolts, nuts and gaskets, electrics, instrumentation, cable laying, starting panels with soft starter, consumables, compulsory erection & commissioning spares, first fill of lubricants, special tools tackles, configuration, interfacing, integrated testing & commissioning as per job specifications and special instructions enclosed. The main pump shall be started automatically through a pressure transmitter and stopped manually. Provision of signal output to control room shall be there in the pump panel to be installed in pump house. The work shall be carried out as per direction of Engineer in Charge.Fire Jockey PumpCapacity of Pump : 10 m3/hr Head : 88 mwcMotor KW : Suitable size to be furnished by bidder with sizing calculation
225	NOTES:1. Price for Erection and Commissioning spares (As per Vendor’s recommendation) is to be included in the above mentioned SOR Items of Pumps.2. Bidder shall also furnish details of special tools and tackles considered by them. Rates for all these items shall be included in the quoted rates for Pumps and shall not be paid separately.3. The Vendor shall be completely responsible for the design, materials, manufacture & fabrication, testing, inspection, preparation for shipment,transport of the above equipment, erection, testing & commissioning strictly in accordance with the SOR and all attachment thereto. All items shall be provided with test certificates.4. Inspection shall also be performed by Owner’s delegate, as set out and specified in the codes and particular documents forming part of this SOR
226	Supply, fabrication and erection of steel Structures for Crossovers & Structural works in & around Fire Water Pump House
227	Prepartion of fabrication drawings including bill of materials, getting approval from consultant including supply of raw materials, fabrication of steel structures such as columns, column bracings, roof girder/truss, roof bracings, struts, roof purlins, side girts, sag angles/rods, monorail beams, stair cases, ladders, crossover,valve operting platforms, handrailing, pipe supports, chequred plate, etc to complete the terminal work including surface preparation by sand blasting confirming to Swedish Standard SA 2½ for painting, supply and application of 1st coat of Inorganic Zinc Silicate 75 microns DFT , 2nd coat of Intermediate of Epoxy High Build Micaceous Iron Oxide(MIO) 100 microns DFT, 3rd coat Finishing paint of Acrylic Polyurethane 40 microns DFT and 4th coat Finishing Paint of Acrylic Polyurethane 40 microns DFT(Total DFT=255 microns minimum) of approved colour .Finishing coat shall be applied one before erection and one coat after erection, including loading, transportation and unloading delivery at erection site, of all fabricated structures ,storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and welding of all structures true to line, level, plumb and dimension.The work shall be completed in all respect as per drawings ,technical specification and direction of the Engineer-in-Charge.
228	Design, Engineering, Manufacturing, Testing, Inspection, Supply, erection testing & commissioning including Packaging, Forwarding, Transportation to store of Monorail with Guided Chain pulley block & Trolley of 2T capacity as per approved Drg.,/ Data Sheet/ PJS etc in accordance with relevant specifications indicated in PJS, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.
229	INSTRUMENTATION WORKS (FOR FIRE PROTECTION SYSTEM)Complete Instrumentation work comprising of Design, Engineering, supply, erection, testing, commissioning, Inspection, Packaging, Forwarding, Transportation etc for the complete fire protection system which includes instruments (not limited to P&ID, piping GAD & other relevant documents), FRLS cables, Ex-proof JBs, Ex-proof glands,Pressure Guages,Pressure Transmiiters, Pressure Switches,Level Transmitters, SOVs. cable tray, U/G cable trench, canopies, earthing wire/ strip, logic / graphics development / modification as per site requirement in the PLC (common for plant & fire fighting system), etc. as per site requirement.
230	ELECTRICAL WORKS (FOR FIRE PROTECTION SYSTEM)Complete Electrical work comprising of Design, Engineering, supply, erection, testing, commissioning, Inspection, Packaging, Forwarding, Transportation etc for the complete fire protection system which includes instruments (not limited to P&ID, piping GAD & other relevant documents), cables, LT Panel, Ex-proof glands, cable tray, U/G cable trench, canopies, earthing wire/ strip etc. as per site requirement to complete the project in all respect.
231	FIRE DETECTION & ALARM SYSTEM
232	DESIGN, ENGINEERING, SUPPLY, ERECTION, TESTING & COMMISSIONING OF FIRE DETECTION & ALARM SYSTEM FOR PORTA CABINIntelligent addressable Fire Detection and Alarm System with fire alarm which will also have provision to receive signals from LHS system in cable trenches, detectors, response indicators, cabling , cable trays, manual gas release switch , manual gas abort switch, hooter with flasher, manual call points etc. all complete as per approved scheme & enclosed drawings. Work shall be carried out as per direction of EIC. Manual call points shall be installed at strategic operating locations. Provision of AC / Exhaust Tripping alongwith supply of cables, relays, glands etc. also be considred under this scope.Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work, SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT.Handling including lifting and transportation from Owner's/ Contractor's own storage yard to work site and installation & commissioning of FIRE DETECTION & ALARM SYSTEM including performance testing of the system, painting etc. supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of Engineer-in-charge including servicing/ cleaning wherever required. The area of control room buildings to be protected are listed below:
233	Porta Cabin / Control Room of Size 6 m X 6 m X 4m (h)
234	Note:Fire Alarm Panel & Gas Release Panel shall have provision to work on 230 V AC / 24VDC (Input Power supply ) as per availabilty of Input power at Stations.
235	MANUAL CALL POINTSComplete work of Design, Engineering, Supply, Handling, Transportation, Installation, Testing & Commissioning of Exproof & IP 67 Manual Call Points. The MCP shall be break Glass Type in Red Colour and are located at the following locations in the LCNG Terminal Area:(i) Security room,(ii) Loading /unloading Pump area, (iii) Truck Unloading area (iv) Outside the Dyke area towards LCNG storage tank.These manual call points shall be hard wired to PLC.The scope of work also includes supply,inspection,laying,termination & testing of required quantities of cable as per MCP location along with necessary hardware or other accessories required to enhance the functionality,operation of the complete system.
236	SUPPLY OF SAFETY EQUIPMENTS & HAND APPLIANCES
237	DRY CHEMICAL POWDER TYPE FIRE EXTINGUISHER (STORED PRESSURE TYPE)Supply & Installation of Dry Chemical Powder type fire extinguisher as per IS: 15683-2006 & MECON TS no. MEC/TS/05/28/081/26 suitable for inverted operation with anticorrosive treatment and hydraulically tested to a pressure of 25 kg/ sq.cm . Extinguishers externally painted with red enamel and fixed to wall with brackets complete with internal charge and spanner complete.Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT
238	4 Kg Capacity
239	9 Kg Capacity
240	25 Kg Capacity (Trolley mounted)
241	CO2 TYPE FIRE EXTINGUISHERSSupply & Installation of CO2 type fire extinguishers with steel cylinder with dischange valve as per MECON TS no. MEC/TS/05/28/081/25 and conforming to IS:15683. Extinguisher shall be painted with red enamel paint.Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevantSpecifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT
242	Capacity 4.5 kg.
243	MECHANICAL FOAM TYPE FIRE EXTINGUISHERSupply & Installation of Portable fire extinguisher mechanical form (Gas cartridge) type of 9 litres capacity with initial charge manufactured as per IS 15683 with ISI mark.The refills shall be manufactured as per IS 4989 (Part-II)- 1984 with ISI marked. The cartridge shall be manufactured as per IS:4947 1985 with ISI mark. The extinguisher will be painted with fire red colour and will be provided with all accessories, wall mounting brackets and screws.Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT
244	Capacity 9 Ltr
245	FIRE BUCKETSSupply and installation of galvenised steel set of 4 fire buckets (9 Ltrs. Cap) as per technical specification no. MEC/TS/05/28/081/03 and confirming to IS: 2546-1974 RA2000.Buckets shall be painted with red enamel paint and fixed to suitable location .Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of theCONTRACT DOCUMENT
246	EYE WASH SHOWER (STAINLESS STEEL)Complete work of supply & installation including Design, Engineering, Manufacturing, Testing, Inspection, Packaging, Forwarding, Transportation to store, of Eye Wash shower pedestal mounted along with supply & laying of required GI Heavy Pipes, fittings Isolation valves , etc but not limited to, the following items in accordance with relevant specifications indicated in scope of work, SCC, drawings, specification and instructions of Engineer-in- charge and as per all provisions of the CONTRACT DOCUMENT. Supply & laying of GI Pipe (Heavy Grade ) of Size (25 NB) minimum,Fittings,isolation valves for water connection to the Eye Wash Shower (Near Odorising Skid) from the avaialable nearest tapping point of Portable water are deemed to be included in the quoted price.
247	SUPPLY OF SAFETY EQUIPMENTComplete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT
248	Goggles for Eye Protection from LNG Spray
249	Protective Apron for cryogenic liquid handling
250	Safety Helmet with GGL Logo - IS-2925-1984 RA2000
251	Gumboots for protection during LNG Spillage
252	Stretcher with blanket- IS-4037-1967 RA-2001.
253	First Aid Box
254	Supply,Installation,Testing and Commissioining of Electrical Siren (1 Km Diametrical range) & Interfacing with Fire Alarm Panel/Gas Release Panel
255	Hand operated siren (1 Km Diametrical range) IS-6194-1971 RA- 2006
256	Portable Gas Detectors / Explosive meter
257	Wind Shock
258	TANKAGE WORKSDesign, Engineering, Supply, Welding, Erection, testing, painting & commissioning of fire water tank as per scope of work, drawings, technical specifications and instructions of Engineer-in-charge. Scope of work to include supply & erection of all tank componenets including tank bottom, tank Shell, wind girder, roof, tank appurtenances (manhole, inlet/ outlet/ recirculation / overflow/ drain nozzles, nozzles for level indicator, level transmitter, with flange, nut bolt, gaskets etc. as per P&ID of Fire Water System), Vendor to submit design calculation, drawings, QAP for approval. All materials will be procured based on the approved drawings. Scope also to include design, supply, fabrication, erection of structurals such as curb angle, staircase, support angle, rim angle, rafters, MS gratings with wind girder supports, anchor chair with bolts for tanks anchorage (if required), fasteners, bracings and supports, stiffeners, gussets etc and calibration, earthing of tanks. Painting works to include internal / external painting of all tank components, painting of client Logo, heading, Lettering (Tank Number, Name of the product, Tank capacity, Date of Hydro test, Date painted & Date commissioned) on tanks as per technical specifications and instructions of Engineer-in-charge. Applicable standard will be API-650, Addendum-2, 2016. IS-2062 E-250 Gr. BR plates will be used.
259	Cone Roof Vertical Fire Water Tanks, Each Tank Capacity- 18 KL (approx.): 3m Dia X 2.5m Height
260	NOTE:Design / Drawings approval shall be as per technical specification.The cost of MS bolts (permanent and service), washers, electrodes, putty, gases, shims, packs, cost of straightening the raw materials, cutting of flats from plates and providing splices, tools, plants, testing of materials, etc and all other consumables as required for the work shall be deemed to be included in the quoted rates.All handling and transport charges of raw materials and fabricated structures including double handling, as required, for completion of work in accordance with time schedule, are deemed be included in the quoted rates.The Schedule of Rates shall be read in conjunction (not in isolation) with the contract agreement such as scope of works. Tender drawings, technical specification, approved makes as per contract agreement.
261	PART-IV: Structural and Architectural work
262	FENCING
263	Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10metre openable length(total length 90m) having 50 nos. rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape (RBT)/ Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/metre. (cost of M.S. angle, C.C.blocks shall be paid separately)
264	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-In-charge. The cost of structural steel and PCC shall be paid separately.
265	Made of G.I. wire of dia 3.1 mm min
266	STEEL WORK
267	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and 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 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
268	80 x1.25 mm M.S. laths with 1.25 mm thick top cover including Providing and fixing ball bearing for rolling shutters and providing mechanical device chain and crank operation for operating rolling shutters for all sizes and at all levels including two coats of approved quality synthetic enamel paint over a coat of primer.
269	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying two coats of approved quality Synthetic enamel paint over a primer coat using structural steel etc. as required.
270	Structural Steel Works for Canopy & Other Allied Structures
271	Supply of steel consisting of Plates, Rolled steel joists, Channels, Angles, Tubes , Rectangular / Square Hollow Steel sections, Fascia, Flashings , Rain water pipe & Gutter etc, straightening of raw steel if required .Preparation of all necessary Fabrication drawings ( Based on Design drawings ) including bill of materials . Fabrication of Steel structures as per Fabrication drawings (including preparation of supplementary sketches and detailed bill of materials ) supply of bolts, nuts, washers , shims, packs, putty, gas, welding electrodes and all other consumables, as required.Cleaning and preparation of all steel surfaces by Mechanical Cleaning to St 3 of Swedish Standard for painting , Supply and application of One Coat of Primer Paint of Zinc Phosphate in Phenolic Alkyd medium 40 microns DFT , Intermediate Primer Coat of Zinc Phosphate in Phenolic Alkyd medium 40 microns DFT, One Coat of Intermediate Paint of Synthetic MIO ( ie: Micaceous Iron Oxide) 75 microns DFT , supply and application of 2 coats of Finishing paint Synthetic Enamel 25 microns DFT / coat . Finishing Coat shall be applied one Coat before erection and one coat after erection . The total thickness of paint shall be 205 Microns. Loading , Transportation and Unloading and Delivery at erection site of all fabricated structures up to height of about 12 M, erection, alignment and welding of all structures true to line, level, plumb and dimension, including rectification if any, splicing , site assembly all as per technical specifications and drawings, touch up painting, including supply of paint, where paint is damaged.
272	In gratings, frames, guard bar, ladder, railings, brackets, gates, insert plates, angle insets incuding Y angles, pipe supports like clamps, saddle, guide stops, cradles, turn buckles, anchors, T-posts; stockade/ trestle and pipe bridge and similar works including two coats of approved quality Synthetic enamel paint over a primer coat.
273	Providing and fixing MS tube hand rail of approved size by welding etc to steel ladder railing, balcony railing, staircase railing and similar works, including two coats of approved quality Synthetic enamel paint over a primer coat.
274	STRUCTURAL WORKS
275	Providing and fixing Fencing Gates
276	Supplying, fabricating & fixing fencing gates fabricated from pipes conforming to IS:1161 and plates conforming to IS:2062 & fixing of GI weldmesh made from 3mm GI wire @ 75 mm bothways to structural steel frame by means of welding/bolting, painting with enamel paint in approved shade including supply of all raw materials, bolts, electrodes, transportation etc complete as per enclosed sketch, technical specifications and directions of the Engineer-In-Charge.
277	4m Wide x 2.1m High
278	1m Wide x 2.1m High
279	Providing and Fixing 6 O/P Chequered Plate Covers
280	Providing and fixing chequered plate in approved panel or over steel structure including cutting, welding, hoisting, fixing in position, and applying two or more coats of approved quality synthetic enamel over a priming coat of approved steel primer etc complete as per scope detailed drawings , technical specifications and directions of the Engineer-In-Charge.
281	[ Rate to include cost of all labour, nut, bolts, stiffening sections, bars tools, tackles, hire charges, royalties, levies, transportation, scrap value, gas cutting, welding, other consumables, paints, compressed air, water, electric power etc. all complete.]
282	Providing and fixing safety guard
283	Providing and fixing safety guard with 80 mm heavy duty G.I. Pipe ( size 450 deep and 300 width inside) grouted with ready mix high strength grout mortor of approved manufacturer and painted with approved quality paint as per scope of work , detailed construction drawings, technical specifications and directions of Engineer-In-Charge. [Rate to include cost of all labour , tools , tackles etc. complete].
284	Providing and fixing Colour Coated Sheets
285	Preparation of sheeting drawings, procurement, transportation and delivery at erection site of colour coated steel sheets for roof & side cladding shall be of Galvalume/zincalume BHP steel sheet made of cold rolled steel of 300 MPA minimum yield strength conforming to ASTM A366 or AS 1595. Base metal thickness shall be 0.5mm and total thickness of colour coated profiled sheet shall be 0.58mm. Fixing of sheets with all flashings, corners, ridges, cutting, bending of sheets to a required shape & size and erecting them in roof & sides with all fixing arrangement as per manufactures instructions and complete in all respect as per drawings and specifications. (Net laid area to be measured.)
286	Providing and fixing Trac ( 150 F ) Pre-Coated False Ceiling System
287	Preparation of sheeting drawings, procurement, transportation and delivery at erection site Trac ( 150 F ) Pre-Coated Steel False Ceiling System with powder coated finishes as per Manufacturers Instructions and Specifications.
288	Notes:
289	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as structural steel, purlins, nuts, bolts, washers, screws, seals, wire ropes,flashing,fitting and fixtures,gutter, rain water pipes and bends, electrodes, edge colour coated sheets for signage works,primer, paint and all consumables etc. with all bye works and sundry works complete in all respect.
290	The quantities indicated are estimated values and hence are approximate. Final payment will be made based on actual quantities to be certified by the Purchaser.
291	The cost of MS bolts (permanent and service), washers, electrodes, putty, gases, cost of straightening the raw materials, cutting of flats from plates and providing splices, paints, tools, plants, etc., as required for the work shall be deemed to be included in the quoted rates.
292	All handling and transport charges of raw materials and fabricated structures including double handling, as required, for completion of work in accordance with Time schedule, are deemed be included in the quoted rates.
293	All accessories like MS tower bolts, MS Pivot, MS Wheels, MS Tee section, locking arrangement etc. shall be measured by weight only.
294	Contractor shall ensure proper alignment and smooth operation of Gate.
295	Architectural works
296	Supply & installation of 4mm thick ACM of approved make alongwith required frame of MS section cladding in a combination of corporate colours in approved pattern and shade of GAIL GAS with the use of Retro Reflective Sheeting along with all fixtures, scafolding etc complete. for CANOPY FASCIA.
297	4mm thick ACM
298	Retro Reflective sheet
299	GAIL GAS Letters on acrylic with LED lightning inside including all cabling works
300	LOGO on acrylic with LED lightning inside including all cabling works
301	Supply & installation of 4mm thick ACM of approved make alongwith required frame of MS section cladding in a combination of corporate colours in approved pattern and shade of GAIL GAS with the use of Retro Reflective Sheeting along with all fixtures, scafolding etc complete. for BUILDING FASCIA.
302	4mm thick ACM
303	Retro Reflective sheet
304	Supply & installation of all materials for SPREADER (1200 X450X150mm thick rectangular and 100mm away from column face) including 4mm thick ACM (Aluminium Composite Material) cladding along with required MS frame etc., with the use of Retro Reflective Sheeting in required size & shape along with all fixtures, scaffolding etc., on structural framework of canopy in 10 mm thick Acrylic duly CNC Routed in require shape & Size as per direction of Engineer In Charge.
305	Supply & installation of all materials for MANDATORY SIGNs at various facilities of CNG Station and of various sizes with 4mm thick. ACM (Aluminum Composite Material) sheets along with all fixtures . Item include Matter/Logo (as approved) in Retro Reflective Sheeting duly pasted on ACM in required size & shape. all complete as per direction of Engineer In Charge..
306	Supply & installation of DIRECTION SIGN of size 1000mm X 500mm X 250mm as per drawing standing 325 mm above finished footing level with 4mm thick. ACM (Aluminum Composite Material) of approved make / colour & Shade cladded to MS framework with the use of approved Retro Reflective Sheeting of approved make duly pasted on ACM in require size & shape duly CNC Routed as per direction of Engineer Incharge.
307	Supply & installation of CANOPY COLUMN CLADDING over the structural column with 4mm thick ACM (Aluminum Composite Material) of approved colour with all necessary fittings and fixtures. The item includes required MS Frame if any and scaffolding and fixtures etc as per direction of Engineer Incharge.
308	Supply and installation of Signage/Monolith as per enclosed drawing of monolith structure. The item is lump sum and shall includes all relevent costs associated with putting up such facility incl supply, fabrication, erection, assembly, commissioning the GAIL GAS LTD. MONOLITH including electrical cabling and lighting etc for the same.Cladding: Providing and fixing 4mm ACM to be used for cladding duly by cold forming, CNC machine routed and fold as per drawing including MS framework.Company Logo: On top of aluminium cladding as per drawing with Acrylic / PETG thermoformed shape & letters(as per art work) coverd with vinyl of approved make with the provisions of illuminations during night with LED of approved make with necessary electrical fittings.Letters: Acrylic / PETG thermoformed shape & letters(as per art work) letters of lit during night through LED lights and also having provisions of price change unit of products.Signs: Retro reflective vinyls pasting on front face of monolith for signages as per the artwork. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select % 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GAIL Gas Limited, Bengaluru Name of Work: SUPPLY, CONSTRUCTION, ERECTION & COMMISSIONING OF CIVIL, STRUCTURAL, ELECTRICAL AND FIRE FIGHTING WORKS FOR LNG STORAGE & LNG DISPENSING FACILITIES/CNG STATION AT BENGALURU & DAKSHIN KANNADA GA Tender Reference Number: GAILGAS/BLR/C&P/25-26/77NIC Tender Id: 2026_GAILG_273132_1 Do you want to quote for Dakshina Kannada GA? Yes Name of the Bidder/ Bidding Firm / Company : 1 PRICE SCHEDULE1. This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. 2. Methodology for Selection of Contractor(s) shall be as mentioned Section-II of the Tender.3. Bidders are advised NOT to mention Rebate/Discount separately, either in the BOQ format or anywhere else in the offer. In case bidder(s) intend to offer any Rebate/Discount, they should include the same in the item rate(s) itself under the BOQ and indicate the discounted unit rate(s) only.In case, it is observed that any of the bidder(s) has/have mentioned Discount/Rebate separately, the same shall not be considered for evaluation. However, in the event of the bidder emerging as the lowest bidder, the Discount/Rebate offered by the bidder shall be considered for award of work and the same will be conclusive and binding on the bidder.4. In case, bidder has not quoted for particular Location, then bidder must not fill up the prices in BOQ. NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description(refer SCC & SOW of tender document for complete details) SOR Item Serial Number Quantity Units Estimated Rate (Rs.)(Encluding GST) ATotal amount for SOR Line Items (1+2+3) including 18% GST (in Rs.) Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Unit Rate excluding GST In Figures To be entered by the Bidder (In Rs. ) Rate fixed by buyer Amount of GST on Basic Amount (in Rs.) Total Amount (Rs.) (excluding GST) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category Total Amount (Rs.) (excluding GST) GST in Amount Total Amount [Inclusive of GST](Rs.) TOTAL TAXES It will be convert only If you choose Full Conversion, Until it will be treated as INR TOTAL AMOUNT In Words
309	PART - I : CIVIL WORKS
310	SITE CLEARANCE
311	DEMOLITION OF R.C.C./BRICKS/STONE MASONARYSite clearance by demolition of R.C.C./PCC/Brickwork/Stone Masonry/Stone Soling, Flexible pavements etc. along with removing the debris and disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if required as per technical specifications and direction of Engineer-in-charge.
312	Note:
313	1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge.
314	2. Demolition of RCC/PCC/Brick Masonry/Road will be paid in NET CUM after deductions for air voids as demolished.
315	CLEANING VEGETATIONCleaning bushes including uprooting of rank vegetation, green bush wood, trees and saplings of girth upto 30cms (measured at a height of 1m above ground), stacking the serviceable materials and disposal of the same including rubbish etc. upto any lead and all lift as per specification and direction of the Engineer-n-charge. (payment will be made for actual site clearance area only).
316	TREE CUTTINGTree cutting (only of girth more than 30 cm above 1m above ground) along with removal of roots and stumps and handing over the same to Owner / Owner's Representative including paying royalties, disposal, taking approval from competent authorities etc. all complete, as per technical specifications and direction of Engineer-in-charge.
317	Note:
318	1.Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies,loading/unloading, transportation, electric power, illumination and cost of handingover to owner/or his representative etc. complete in all respects as per scope of workand direction of Engineer-in-charge.
319	EARTH WORK IN EXCAVATION AND BACKFILLINGEarthwork in excavation for foundations in ordinary soils including soft rock / disintegrated rock in both dry and wet conditions including pumping and bailing out surface and subsoil water, shoring, strutting, slush removal including backfilling in all positions in layers of 300mm at all heights and depths as per drawings and specifications wherever required, in Foundation pits and other places with excavated suitable surplus earth including reclaiming from spoil heaps kept within the plot including dressing and levelling, watering and mechanical compaction etc.,transporting surplus unserviceable soil upto any lead and spreading in layers and as per specifications and direction of Engineer in charge. The Measurement for payment shall be for the theoretical volume only and it shall be the volume of the block of the excavation having maximum bottom dimension of the levelling course/PCC as per drawing and to actual depth.
320	For depth upto 2.0 m.
321	For depth beyond 2.0 m
322	Note:
323	1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works and refilling the side slopes and working space in layers as per requirement.
324	EARTH WORK IN EXCAVATION/ SITE GRADING IN HARD ROCKEarth work in excavation in hard rock for all type and size of foundations in any plan dimension up to required depth including disposal of excavated material up to any lead in all conditions, and disposal of surplus and unserviceable material. Surface to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings and directions of the Engineer-in-charge. The Measurement for payment shall be for the theoretical volume only and it shall be the volume of the block of the excavation having maximum bottom dimension of the levelling course/PCC as per drawing and to actual depth.
325	Note:-
326	1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works as per requirement.
327	EARTH WORK IN FILLINGSupply and Controlled earth filling with good quality imported earth from approved source under floors and other places with special compaction to achieve dry density of 95% standard proctor density as per instruction of the Engineer at all heights/depths upto any lead transporting, depositing, compacting and dressing, trimming complete as desired in layers not exceeding 30cm including watering, consolidating by mechanical means as per specifications and instructions of the Engineer.
328	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, right of way, cess, and backfilling using sand in all conditions,etc.
329	SAND FILLINGSupplying and filling approved quality coarse sand/M sand (Zone II or Zone III) in foundation or under floor, trenches, pits and other places, at all locations in layers of 150 mm thickness including watering and ramming, all lead, lift and depth complete as per drawing and specification and direction of the Engineer.
330	Note:
331	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, right of way, cess, and backfilling using sand in all conditions,etc.
332	PLAIN CEMENT CONCRETE
333	PLAIN CEMENT CONCRETE 1:2:4 (M 15)Supplying and laying plain cement concrete of grade 1:2:4 (M 15) with stone aggregate 20mm down grade (including shuttering if required) in foundations, floors, roof screed, aprons, pits, drains and other mass concrete works, steps, coping of wall, sill etc., at all depths and heights/levels as per drawings, specifications and directions of the Engineer-in-charge.
334	Note:Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works.
335	PLAIN CEMENT CONCRETE 1:3:6 (M 10)Supplying and laying plain cement concrete of grade 1:3:6 (M 10) with stone aggregate 40mm down grade (including shuttering if required) in all levelling courses under foundations, mass concrete works,road works, chambers, trenches,floors and any other locations at all depths complete in all respects as per drawings, specifications and directions of the Engineer-in-charge.
336	Note:Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works.
337	REINFORCED CEMENT CONCRETE IN SUBSTRUCTUREProviding and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete work of grade M-25 using 20mm down size graded aggregate at all depths and heights in substructure using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade.
338	Note:1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as, minimum 43 grade OPC cement/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works complete.2. The reinforcement shall be paid separately vide respective item.
339	REINFORCED CEMENT CONCRETE IN SUPERSTRUCTUREProviding and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete work of grade M-25 using 20mm down size graded aggregate at all depths and heights in superstructure using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade.
340	Note:1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as, minimum 43 grade OPC cement/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works complete.2. The reinforcement shall be paid separately vide respective item.
341	REINFORCEMENT STEELSupplying, Fabricating and Fixing in position TMT Grade Fe 500D reinforcement conforming to IS1786 at all levels and positions including the cost of transport, straightening, cutting, bending, cranking, welding, provision of necessary chairs and spacers, preparation of bar bending schedule and getting the same approved by EIC etc., complete as per drawings and specifications and including cost of binding wire, labour, testing etc., all complete in all respects as per detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be measured for payment.
342	Note:
343	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel, binding wire etc. with allbye works and sundry works complete.
344	2. Chairs, Unauthorised Laps, Spacers, Binding wire, Wastage etc. shall be to contractor's account.
345	BRICK WORK IN SUBSTRUCTUREProviding and laying BRICK WORK straight or curved on plan to any radius using best quality bricks with frog/indent, conforming to sub-class A as per IS:1077 having crushing strength of not less than 50 kg/cm2 in cement mortar 1 :4 (1 Cement : 4 Coarse Sand) in all types of foundation and substructure work at all depths/heights including projections, pillars, parapets, ornamentals of any shape, cornices, all complete including cut work,curing, scaffolding,including filling of joints with Cement Mortar 1:4 and racking of joints, etc. as per specifications, drawings and directions of theEngineer.
346	Note:
347	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC/PPC), bricks, finishes, weep holes, other minor construction materials, shuttering, staging, masonry work, etc. as per requirement with all bye-works and sundryworks complete as per drawings.
348	BRICK WORK IN SUPERSTRUCTUREProviding and laying BRICK WORK straight or curved on plan to any radius using best quality bricks with frog/indent, conforming to sub-class A as per IS:1077 having crushing strength of not less than 50 kg/cm2 in cement mortar 1 :4 (1 Cement : 4 Coarse Sand) in all types superstructure work at all depths/heights including projections, pillars, parapets, ornamentals of any shape, cornices, all complete including cut work, curing, scaffolding,includingfilling of joints with Cement Mortar 1:4 and racking of joints, etc. as per specifications, drawings and directions of the Engineer.
349	Note:
350	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC/PPC), bricks, finishes,other minor construction materials, shuttering, staging, masonry work, as per requirement with all bye-works and sundry works complete as perdrawings.
351	SINGLE STOREY BUILDING WORKS (Superstructure)Construction & handing over of Single storey RCC framed structre Utility/Office building/Control room building complete in all respect as per drawings (to be supplied by Owner) and as per scope, technical specification and directions of Engineer-in-charge.Note :-1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement/PCC cement, brick crushing strength of not less than 50 kg/cm2 , RCC,R/F steel, inserts,chequared plate , bolts, conduits, finishes, other minor construction materials, shuttering, staging etc. shoring/strutting, bailing and pumping out water, masonry work, DPC, plastering, painting, false ceiling, flooring/ false flooring & electrical trench, water proof treatment on roof, anti termite treatement below foundation and floors, plumbing, sanitation, Door & Window, Construction of staircase/Cat ladder all finishing work etc. with all bye works and sundry works complete in all respects.2. Foundation/ sub-structure to be paid separately vide respective item.3.To be read with in conjunction with Particular Job Specification and tender drawings.
352	PAYMENTSCHEDULE:The payment schedule for this item shall be as follows:1.40% on casting of roof and completion of brickwork up to roof level.2.15%on completion of all plumbing, sanitation, water proof treatment on roof, sewerage works inside and outside of the building. 3.35%on completion of all electrical, false ceiling, flooring &finishing works inside and outside of the building.4.10% on handing over of the completed building to the owner.
353	PAVER BLOCK FLOORINGSupplying and placing in position as per approved pattern of Cement Concrete Inter locking/grass jointed paver block 80 mm thick of approved shape, rough finish, M-40 strength of approved brand laid over the sand bed of minimum 50 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge.
354	Note :-
355	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks, sand, earth work in excavation incutting earth in all conditions, shuttering with all bye works and sundry works.
356	2.PCC below paver shall be paid separately vide respective item.
357	SINGLE S.S.TUBE TRENCH IN FORECOURTProviding and construction of Single SS tube trench in brick masonry over the 100 mm thick PCC (1:3:6) base with precast SFRC coversof 600x550X 70 mm thk along with edge angle (ISA 75x75x6) and fixing of ISA 50x50x6 for supporting pipe trays @ spacing of 1000 mm c/c along the trench, including 12 mm in CM 1:4 plastering of walls of trenches complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge.
358	Note:
359	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement, bricks, Edge angle, angle for supporting pipe trays, precast SFRC covers (600X550X70), aggregates / sand , finishes, bitumen, other minor construction materials, shuttering , staging, earthwork in excavation and backfilling using serviceable/ borrow earth in all conditions, shoring/strutting, bailing and pumping out water, masonry work, plastering etc. with all bye works and sundry works.2.To be read with in conjunction with Particular Job Specification and tender drawings.
360	DOUBLE S.S.TUBE TRENCH IN FORECOURTProviding and construction of double SS tube trench in brick masonry over the 100 mm thick PCC (1:3:6) base with precast SFRC covers of 600x550X 70 mm thk along with edge angle (ISA 75x75x6) and fixing of ISA 50x50x6 for supporting pipe trays @ spacing of 1000 mm c/c along the trench, including 12 mm in CM 1:4 plastering of walls of trenches complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge.
361	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement, bricks, Edge angle, angle for supporting pipe trays, precast SFRC covers(600X550X70), aggregates / sand , finishes, bitumen, other minor construction materials, shuttering , staging, earthwork in excavation and backfilling using serviceable/ borrow earth in all conditions, shoring/strutting, bailing and pumping out water, masonry work, plastering etc. with all bye works and sundry works.2.To be read with in conjunction with Particular Job Specification and tender drawings.
362	PLASTERINGProviding and applying 15 mm thick cement plaster 1 : 4 (1 cement : 4 medium coarse sand) smooth finish at all depths & heights on faces of walls, pillars, projection, bands, etc., including raking out joints if any left out, necessary dabbing, curing, scaffolding complete at all heights as per specification and drawings.
363	Note:
364	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC)/PPC cement, coarse sand and other minor construction materials as per requirement with all bye-works and sundry works complete as per drawings.
365	PLINTH PROTECTIONProviding & laying 100 mm thick plinth protection in PCC M15 with 20 mm nominal size aggregate including finishing the top smooth and in required slope, excavation, disposal of earthwork etc over a layer of 100 mm thick compacted sand over compacted earth.
366	PRE CAST COVERSProviding, hoisting and fixing up precast reinforced cement concrete of M-25 grade (20mm nominal size) in trenches, pits, tanks and the like including the cost of required centering, shuttering (with smooth surface) complete but excluding cost of reinforcement.
367	Note :-
368	1. The reinforcement shall be paid separately vide respective item.
369	INSERTSSupplying, Fabricating, Fixing at all levels and positions Steel embedments/ Inserts like Plates, Angle, Channels, Anchor boxes, MS pipe Sleeves including threading etc., including two coats of approved quality Synthetic enamel paint over a primer coat on the exposed Surfaces wherever necessary, complete as per Drawings, Specifications and directions of the Engineer-in-charge. (Jigs, Templates and Fixtures will not be paid seperately).
370	BOLTSSupplying and Fixing BOLTS & NUTS as per IS: 2062 /SAE 1018 with minimum yield strength of 250 MPA in concrete at all levels and positions, bolts with nuts and washers, pipe sleeves etc. including painting the exposed surfaces with two coats of approved paint, providing grease to exposed area of bolts, welding wherever necessary, complete as per drawing, specifications and instruction of engineer(PCC blocks, jigs and fixtures will not be paid extra) and protecting the same till final erection.
371	CONTRACTION JOINTSProviding 5mm wide 12mm deep groove by groove cutting machine in construction joint in RCC flooring,providing and filling with bituminous sand sealant including approved primer all complete as per drawing, specification and instruction of Engineer.
372	EXPANSION JOINTSProviding and laying 25 mm thick 150 mm deep expansion/seperation joint along the periphery of pump foundations, pedestals, flooring with approved bituminous impregnated fibre board conforming to IS 1838 including sealing the top 20mm depth with bituminous mastic sealant at all heights and locations with all bye-works complete as per drawing, standard practice as directed by engineer
373	GROUTINGProviding and laying a ready mix non-shrink cementitious grout of compressive strength of 30 N/mm2 under equipment base plate, anchor holes, etc. at all levels complete in all respects as per specifications, drawing and direction of the Engineer.
374	G.I.PIPESProviding and fixing of following size of G.I. pipes (medium duty) as per IS 1239 complete with G.I. fittings and clamps including cutting by hack saw, bending by hydraulic machine, trenching and refilling etc. including all labour and material complete as per approved drawing and direction of EIC.
375	50 mm nominal bore
376	100 mm nominal bore
377	150 mm nominal bore
378	CONCRETE PIPES (NP3 TYPE)Providing and laying non-pressure NP3 class (medium 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 trenching and filling complete as per direction of Engineer in charge.
379	150 mm dia
380	300 mm dia
381	600 mm dia
382	RAIN WATER HARVESTING PITProviding,constructing and finishing of rain water harvesting pit including boring up to ground water table, provision of filter media and construction of pit complete as per scope of work, detailed construction drawings and directions of the Engineer-in-charge.
383	1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, such as minimum 43 grade OPC cement, bricks of class designation M-7.5 of IS: 1077 in CM 1:4 (1 cement ;4 sand),bitumen,other minor construction materials, shuttering, staging,providing and placing R/F steel, inserts etc. with all by works and sundry works complete.2.To be read with in conjunction with Particular Job Specification and tender drawings.
384	BOULDER SOLINGProviding and laying 115 to 150 mm thickness dry trap rubble stone (granite/basalt) soling at all depths including hand packing, filling the interstices with chips, spalls and binding with grit and selected murrum, watering, compaction by hand ramming & rolling with 1 MT hand roller etc. complete as per attached job procedures, technical specification and as per direction of EIC.
385	STONE AGGREGATESupplying, stacking and spreading of stone aggregate of size 53 mm to 22.4 mm at desired locations inside the plot over well compacted earth complete as per construction drawing and as directed by Engineer-in-charge.
386	KERB STONE FIXINGProviding and fixing precast concrete Kerb stones (125 wide X 300 deep approx.) of M-30 grade or equivalent of approved make and shape at or near ground level as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC M-10 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge.
387	1. Rate to include all labour, tools, tackles, factory manufactured & steam cured Kerb Stones, shuttering, transportation, water charges, earth work if any,PCC etc complete.
388	GULLY TRAPProviding and fixing square mouth S.W. 100x100 mm size P type gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tightC.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design with common burnt clay bricks of class designation 5.0
389	BRICK MASONRY MANHOLESConstructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design including excavation,backfilling and disposal of surplus earth complete as per specifications, drawings and direction of Engineer- in-Charge.
390	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to benot less than 38 kg with common burnt clay bricks of class designation 5.0
391	Extra for depth for manholes
392	GLAZED STONEWARE PIPESProviding, laying and jointing glazed stone ware pipe class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 Cement : 1 Fine Sand) including embedding in PCC M-10, making haunches, necessary excavation, backfilling and testing of joints etc complete as per specification and upto1.5m depth. (PCC shall be paid separately).
393	100 mm dia
394	150 mm dia
395	SEPTIC TANKProviding and construction of septic tank in brick masonry with common burnt clay bricks of class designation 5.0 and base and top slab in RCC M25 complete in all respect as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-in-charge.
396	TYPE-I for 20 Users
397	Note:
398	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including CI vent, CI manhole cover, SW fittings, PVC coated rungs, brick, inserts, bolts covers, aggregates / sand fill conduits finishes in excavation and backfilling using strutting, bailing and pumping out water, masonry work, plastering, plumbing, sanitation, etc. with al bye works and sundry works. Scope of construction is from inlet chamber to outlet chamber. Over all depth of chamber may very as per site condition.2.To be read with in conjunction with Particular Job Specification and tender drawings.
399	SOAK PITMaking soak pit 2.5 m outside diameter and total depth of 2.5m with 45 x 45 cm dry brick honey comb shaft with bricks 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 7.5.item to be read with in conjunction with Particular Job Specification and tender drawings.
400	PROVIDING AND FIXING GRANITE STONE OVER DISPENSOR ISLANDProviding and fixing 20 mm thick polished, machine cut granite stone for dispenser islands of required size and approved quality laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement , mixed with matching pigment, epoxy touchups, including rubbing, making edge moulding, curing etc all complete as per detailed construction drawings , technical specifications and directions of the Engineer-In- Charge.
401	Note:1. Rate to include all labour, tools, tackles, hire charges, water charges etc complete.
402	WALL-CARE PUTTYProviding and applying wall-care Putty on plastered surfaces on internal walls for smooth and dry surface essential for painting, after removing all loosely adhering material from the wall surface. The substrate should be clean, free from dust, grease and loose materials. Dry and absorbent surfaces should be moistened with sufficient quantity of clean water. Apply the first coat on already moistened wall surface from bottom to upward direction uniformly. After drying of first coat of putty just rub the surface gently with west sponge or rub the surface very gently with the putty blade in order to remove the loose particles. Allow the surface to dry for at-least 3 hours and then apply second coat of putty. Leave the surface to dry completely. After drying of second coat remove marks if any with the help of moist sponge or rub the surface very gently with the putty blade. Leave the surface to dry preferably for overnight. The total thickness of the coats should be limited to maximum 1.5mm.The job to be executed as per attached technical specifications, job procedures etc. complete and as directed by EIC.
403	EXTERNAL EMULSION PAINTProviding and applying two coats of external emulsion paint of approved shade, at all locations over and including a priming coat over wall surface, bands, parapet etc., including preparation of surface complete with all bye works complete as per specification and direction of the Engineer.Total = 1 Coat of Primer/Snowcem + 2 Coat of Emulsion PaintOne coat means painting the surface first with vertical stroke, followed by horizontal stroke. Each coat shall be allowed to dry before next one is applied. Further each coat shall be inspected and approved by the Site-in-charge before the subsequent coat is applied.The job to be executed as per attached technical specifications, job procedures etc. complete and as directed by EIC.
404	PLASTIC EMULSION PAINTProviding and applying acrylic plastic emulsion paint of approved make and shade to give an even shade over a primer coat as per manufacturers recommendations after applying putty to level and plumb and finishing with 3 coats of plastic with roller to get matt finish. Base coating shall be as per manufacturers recommendation for coverage of paint all complete to the satisfaction of EIC.Any type of Crack/fine line shall be filled with white cement and fine plaster added with waterproofing compoud .Wall care putty shall be before painting.
405	LIME PAINTSupply & application of 1 coat of primer and 2 coats of lime paint (1 Lime: 3 Water) on surface of wall at all heights and depth including preparation of base, scaffolding complete with all bye works, specification and direction of the Engineer.Clean gum shall be dissolved in hot water and ultramarine blue of approved quality and quantity as directed by Site-in-charge, shall be added and thoroughly mixed.Total Coats = 1 Coat of Primer + 2 Coat of lime paint.One coat means painting the surface first with vertical stroke, followed by horizontal stroke. Each coat shall be allowed to dry before next one is applied. Further each coat shall be inspected and approved by the Site-in-charge before the subsequent coat is applied.The job to be executed as per attached technical specifications, job procedures etc. complete and as directed by EIC.Rate to include whitening,scaffolding, tools & tackles etc complete.
406	EXTERNAL DEVELOPMENTPreparing the bed by scarifying and deweeding existing surface, placing humus earth mixed with manure/cow dung in the ratio of 8:1 for a depth of 30 cm, rough dressing, fine dressing, levelling and flooding with water, planting of selection 1 species of grass with 5 cm X 5 cm spacing as indicated by site incharge and thereafter maintenance and watering for 45 days including all labours, tools, tackle, complete.
407	Note:1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as earth, plant material, manure, pesticides, earthwork etc., with all bye works and sundry works.2. The rate to include all replacements, maintenance, watering etc. for 1 year.3. To be read in conjunction with relevent clause of PJS.
408	SPEED BREAKERsupply and installation of high grade rubber and PVC made Speed Breakers at ingress and egress. Make, size and type shall be as per directions of Engineer-In-Charge
409	ROAD WORKS
410	GRANULAR SUB BASEProviding, laying, spreading, and compacting graded stone aggregeate Granular Sub Base over subgrade, aggregate gradation shall be as per Table No 400 - 1 of Grading 1 of MORTH specifications (See Note 1) including transportation of material to site , laying in uniform layers with well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in layers of 200 mm thickness each. Rate to include preparation of existing subgrade surface to the proper line and level and compacted as directed by Engineer in charge.
411	Note 1:
412	IS Sieve Designation % Passing75.0 mm 10053.0 mm 80-10026.5 mm 55-909.50 mm 35-654.75 mm 25-552.36 mm 20-400.425 mm 10-250.075 mm 3-10
413	WET MIX MACADAMProviding, laying, spreading, and compacting graded stone aggregate to wet mix macadam specifications as per Table no 400 - 11 of MORTH specifications (See Note 1) including the premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layers with paver/grader/manual in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in a layer of 105mm thickness over GSB Layer.
414	Note 1:
415	IS Sieve Designation % Passing53.0 mm 10045.0 mm 95-10026.5 mm ---22.40 mm 60-8011.20 mm 40-604.75 mm 25-402.36 mm 15-300.06 mm 8-220.075 mm 0-8
416	REINFORCED CEMENT CONCRETE IN PAVING/GRADE SLAB WITH VACUUM DEWATERED CONCRETING USING TREMIX OR EQUIVALENT METHODProviding and Laying in position machine batched and machine mixed Design mix / Ready mixed M-30 grade concrete for slab/paving work at all depths and heights using 20 mm down size graded aggregate in panels of 4.0m x 4.0 m or as per approved drawing by using vacuum dewatering method (tremix flooring or equivalent) using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer and providing necessary formwork with MS Channel sections, curing, edge treatment, making necessary slope, vibrating with needle and surface vibrators and finishing with broom finish including cost of centering & shuttering, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement all complete in all respects and as per direction of Engineer-in-Charge. Cost of providing and laying 12 mm wide 25 mm deep polysulphide sealant in contraction joint in RCC floor including groove cutting is included within this SOR Item. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-in-Charge to produce Design Mix Concrete.
417	Note:
418	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works and sundry works complete.
419	2. Reinforcement & Expansion Joints shall be paid separately vide respective item.
420	EXPANSION JOINTS FOR ROADSProviding 25mm wide 200 deep expansion joint with 25 thick PUF filler board, top filled with 15 mm x 25 mm polysulphide sealant, 32mm dia medium grade PVC sleeve with end cap at one end with 20mm dia plain MS bar @ 500mm c/c etc all complete as per drawing, specification and instruction of Engineer.
421	PART-II ELECTRICAL
422	Supply,Transportation, installation, testing, commissioning of Lighting Distribution Boards (LDBs):
423	Surface/Recess mounted Lighting Panel (LDB) for Building Lighting consisting of 63 Amp & 32 Amp (100mA sensitivity) 4 Pole RCBO asincomers(Grid+Invertor supply) along with two isolated Cu busbar and 10 Nos. 10A DP MCBs & 10 Nos. 16A DP MCBs as out goings complete with ammeter ,indication lamp etc.
424	Dismantling & Re-installation of Lighting Poles
425	Dismantling of existing Lighting Poles including their control gear box, respective foundation, safely removing all the cables connected to these poles with all other associated accessories including making good the disturbed road/ infrastructure in all respect and and re-installation of all these poles including fixture, foundations, cabling and other associated accessories at new location within the terminal as per direction of Engineer In Charge/ Contructiondrawings.
426	LT Power cables
427	Supply,transportation laying, termination, testing and commissioning of the 1.1kV grade XLPE insulated, PVC sheathed, FRLS power and control cables (conforming to IS:7098 and specification).of following sizes in trenches/ excavated under ground trench /trays, pulling through pipes and its proper sealing, including supply and installation of all cable accessories and erection material items such as cable tags, cable jointing, route markers, double compression FLP/Non FLP glands as per the requirement, ferrules, lugs, sleeves, JB, preparation of cable trench, road / RCC / paved area cutting & restoring ; sealing compound (for sealing of cables in field) & G.I. pipes (Class B) for entering in MCC/Control rooms and its sealing, terminations at both ends, etc. as per tender specification
428	4C x 6 mm2 2XWY
429	3C x 2.5 mm2 2XWY
430	2C x 4 mm2 2XWY
431	Supply, Installation, testing & commissioning of point wiring as per details in construction drawing & specification includes PVC conduits in ceiling, complete wiring including flexible wire (FRLSH PVC), switch boxes & switches (ANCHOR ROMA make or equivalent), Multi strand Flexible FRLSH PVC insulated copper conductor wires/cables for following items (Wiring from DB to Switchboard is included in the point wiring)-
432	Surface/ recess mounted LED light fixture with LED lamp (type LCTLRN-36 -CDL/ LCTLSNE-36-CDL of CG make or equivalent).
433	Surface/ recess mounted LED light fixture with LED lamp (type LCTLRN-18 -CDL of CG make or equivalent).
434	Emergency LED Exit Light For Emergency Evacuation and Fire Purpose with 3 hours battery backup (type - PEL 111 E/NM/V PEL or Equivalent)
435	Exhaust fan (Industrial type 300/450 mm) with louvers,950 rpm,55watt.
436	Socket outlet (5/15 Amp combination)
437	20 Amp sheet steel enclosed industrial type socket with 20 Amp DP MCB for AC.
438	Lighting Switchboard unit - pre wired , flush mounted with thick bakelite cover with conduit knock outs on the sides & having 240V, 5A switches – 8Nos. & 5A Switch Sockets – 2 No. or as per requirement.
439	Ceiling fan with electronic regulator ( Energy efficent, 50W, 1200 mm sweep)
440	Wall mounted fan with electronic regulator ( Energy efficent, 50W, 400 mm sweep, 1300 rpm) etc complete in all respect for wall mounting
441	Supply and laying of following sizes of class 'B' G.I.Pipe in required length fixed on steel, concrete or similar sructure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc. small civil works, including all labour and materials complete as per approved drawings and directions of Engineer-In-Charge.
442	50 mm NB
443	100 mm NB
444	Supply, Installation, Erection of following Hot Dip Galvanized Ladder/Perforated Type cable trays (as per EN ISO 1461) including bends, tee, crosses,horizontal and vertical splices etc. as required including supply of all G.I hardwares, all labour and material as required as per standard drawings,specification and direction of Engineer-in-charge
445	Ladder type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes.
446	150 mm wide
447	300 mm wide
448	Perforated type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes.
449	150mm wide
450	300mm wide
451	Erection Material
452	Supply, Fabrication and errection of MS base frame support for switch gear and bracket for misc. electrical equipment, cable and cable tray support out of roled MS section,pipes,plates etc including welding, bolting, reveting, supply of necessary anchor bolts and grouting etc supply of paints applying one coat of anti rust primer two finish coats of approved synthetic enamel paints including bracking walls, floors etc for structure as required including supply of all GI hardware materials including all labour and materials complete as required and the direction of Engineer-in-charge.
453	Telephone & LAN
454	Supply, Installation, testing and commisioning of telephone sockets (Piano reed Type) in recess PVC conduit including PVC conduit,telephonesocket,cable,accessories etc as required.
455	Supply, Installation, testing and commisisoning of LAN sockets (Piano reed Type) in recess PVC conduit including PVC conduit,LANsocket,cable,accessories etc as required.
456	Supply of 10 pairs, jelly filled/aerial self supporting armoured Telephone Cable, including accessories etc as required.
457	Supply of 2 pairs, jelly filled/aerial self supporting armoured Telephone Cable, including accessories etc as required.
458	Supply of UTP cable (CAT 6)
459	Main Distribution Frame - 10 pair
460	Managed LAN switch with single incomer and 8 nos out going port complete in all respect.
461	OUTDOOR LIGHTING
462	Design, engineering, shop testing, Supply , Erection, testing & Commissioning, packing and forwarding, transportation, delivery at storage and from storage to site lighting fixtures complete with mounting bracket, flame proof/non flame proof, control gear box as per the type of fixture, lamps etc. including civil work with pipe inserts for cables and connecting work, with all material and labour as per specifications, drawings and instruction of Engineer-in-charge. Work to be completed in all respects.
463	Flame proof integral/ Non integral well glass type fixture with 72W LED lamp with flame proof control gear box/JBs(four way) and shall be suitable to fit on building/ structure roof/pole (Make CGL model no.FWL 1212IH/B 72W or equivalent) .
464	Street lighting pole 6mtr high GI octagonal pole complete with bracket, GI clamps for fixing flame proof control gear box as per standard drawing (MEC/SD/05/E9/77/04) & specification (MEC/TS/05/E9/077B).( Make shall be from approved venor list)
465	PART-III FPS
466	MECHANICAL WORKS
467	PLANT PIPING (ABOVEGROUND) SUPPLY, FABRICATION, ERECTION, INSTALLATION, PAINTING AND TESTING OF PIPING :
468	SUPPLY OF PIPES:Complete work of supply of ERW pipes with fittings, Flanges etc., including all taxes, duties, transportation and inspection charges but not limited to, the following items in accordance with relevant specifications , drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.
469	FABRICATION, ERECTION, INSTALLATION, PAINTING AND TESTING OF Above Ground pipes:Receiving and taking over / handling of all supplied materials from Contractor's / Owner's designated place(s), transportation including loading, unloading, handling from Contractor's /Owner's designated place(s) to Contractor's own stock yard(s)/ work site(s)/ work shop(s) including arranging all necessary storage area(s) thereof, as required; supply of all balance materials (except supply of those specified subsequently in SOR), equipment, consumables as defined in Contractor's scope of supply and their transportation to the work site(s); performing all above ground piping fabrication works including cutting,edge preparation (inclusive of grinding the edges of pipes, fittings etc. to match with the matching edges of uneven/ different thickness wherever required) including, fit up, bending, pre-heating wherever required, welding, threading etc.; fabrication of fittings like miter bends, tees, reducers etc other than those in the scope of contractor and erection of the same, erection of pipes of all types and thickness over sleepers, overhead on racks and at all elevations; hook-up with, existing header, equipments etc, fittings of all sizes i.e.elbows, reducers, tees, 'blind flanges, including fixing of all types of gaskets , bolts, studs and nuts of all sizes; cleaning and flushing, carrying out hydrostatic test at 15 kg/cm2 (g) (minimum 1.50 times the design pressure) ,carrying out 10% non-destructive testing of each size such as radiography by gamma ray, magnetic particle, liquid penetration etc., pre- commissioning and commissioning; surface preparation, primer, painting complete of pipeline with fittings as per MECON painting specification no. MEC/S/05/21/07, Painting to be done by spray only, clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owner's designated place(s); completing all works in all respects as per the AFC drawings, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge.Supply of paints, solvents and primers , preparation of surfaces by sand/grit blasting using one of the abrasives and application of Zinc Ethyl Silicate Primer (P1- One coat @ 75 microns DFT / coat), Two pack epoxy – polyamid mio Intermediate / undercoat paint (U1- One coat @ 100 microns DFT/coat minimum) and Two pack aliphatic acrylic polyurethane finish paint ( F2-Two Coats @ 40 microns DFT /coat minimum) suitable for normal corrosive painting environment as defined in contract document. Identification, lettering/ numbering, colour coding and colour bands as per Industry Quality Control manual etc. as specified including rub down and touch up of shop primer or scrapping of shop primer wherever required and providing of scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings,Standards and instruction of Engineer-in-Charge. Painting shall be done by spray only.
470	10 INCH, IS: 3589,Thk.-7.1 mm
471	8 INCH, IS: 3589,Thk.-6.3 mm
472	6 INCH, IS: 1239,Thk.- Heavy
473	4 INCH, IS: 1239,Thk.- Heavy
474	3 INCH, IS: 1239,Thk.- Heavy
475	2 INCH, IS: 1239,Thk.- Heavy
476	1 INCH, IS: 1239,Thk.- Heavy
477	3/4 INCH, IS: 1239,Thk.- Heavy
478	PLANT PIPING (UNDER GROUND) SUPPLY, FABRICATION, ERECTION, INSTALLATION, WRAPPING & COATING AND TESTING OF PIPING:
479	SUPPLY OF PIPES:Complete work of supply of ERW pipes with fittings, flanges etc., including all taxes, duties, transportation and inspection charges but not limited to, the following items in accordance with relevant specifications indicated in scope of work indicated in SCC, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.
480	FABRICATION, ERECTION, INSTALLATION, PAINTING AND TESTING OF Under Ground pipes:Receiving and taking over of all Owner supplied materials from Owner's designated place(s) of issue, transportation including loading, unloading, handling from Owner's designated place(s) of issue to Contractor's own stock yard(s)/ work site(s)/ work shop(s) including arranging all necessary storage area(s) thereof, as required; supply of all balance materials (except those specified subsequently in SOR), equipment, consumables as defined in Contractor's scope of supply and their transportation to the work site(s); performing all under ground piping fabrication works including cutting,edge preparation (inclusive of grinding the edges of pipes, fittings etc. to match with the matching edges of uneven/ different thickness wherever required) including, fit up, bending, pre-heating wherever required, welding, threading /tapping etc.,; hook-up with, existing header, equipments etc, fittings of all sizes i.e.elbows, reducers, tees, 'blind flanges, including fixing of all types of gaskets , bolts, studs and nuts of all sizes;
481	Cleaning and flushing, carrying out hydrostatic test at 15 kg/cm2 (g) (minimum 1.50 times the design pressure) ,carrying out 10% non-destructive testing of each size such as radiography by gamma ray, magnetic particle, liquid penetration etc., pre-commissioning and commissioning; clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owner's designated place(s); completing all works in all respects as per the AFC drawings, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge.Job also includes trenching to all types of soil to specified depth, laying the already wrapped and coated pipes, back filling the trenches with available approved soil and also laying the pipes through hume pipes/culverts. Cost of wrapping as per IS: 10221 to be included in the cost including supply of wrapping materials. Cost of supply of hume pipes for road crossing also to be included.
482	8 INCH, IS: 3589,Thk.-6.3 mm,A33A,
483	6 INCH, IS: 1239,Thk.- Heavy, A33A
484	4 INCH, IS: 1239,Thk.- Heavy, A33A
485	SUPPLY AND ERECTION OF VALVESComplete work of supply & erection of valves including Design, Engineering, Manufacturing, Testing, Inspection, Packaging, Forwarding, Transportation to store, supply and erection of matching companion flanges, gaskets, fasteners, nuts & studs, etc. but not limited to, the following items in accordance with relevant specifications indicated in scope of work, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.Handling including lifting and transportation from Owner's/ Contractor's own storage yard to work site and installation of all types of valve by bolting, threading or welding,including supply of gaskets, nuts & studs, etc. and insertion/ erection of the same on either side of flanged valve at all elevations of pipe sleepers, supports or overhead on racks, equipments nozzle, pumps & painting etc. supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of Engineer-in-charge including servicing/ cleaning of valves wherever requried.
486	Gate Valves as per details below:
487	Size - 10 INCH, Rating - 150
488	Size - 8 INCH, Rating - 150
489	Size - 6 INCH, Rating - 150
490	Size - 4 INCH, Rating - 150
491	Size - 3 INCH, Rating - 150
492	Size - 2 INCH, Rating - 150
493	Tripple Offset Butterfly Valves as per details below:
494	Size - 4 INCH, Rating - 150
495	Ball Valves as per details below:
496	Size - 2 INCH, Rating - 150
497	Size - 1 INCH, Rating - 150
498	Size - 3/4 INCH, Rating - 150
499	Size - 1/2 INCH, Rating - 150
500	Non Return Valves as per details below

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