RAW WATER PIPELINE WORK

Amount

EARTHWORK

EXCAVATION

Earth work in excavation below ground level in all kind of Soil for all kind of works in foundation including pipe / cable trenches, pavements, manholes, footings, pipelines, pipe sleepers, drains, ug pits etc. including all labour, materials, dressing of sides, leveling, grading and ramming of bottom, pumping & bailing out water accumulated due to rain and / or subsoil waters by any method including well point system if required and including disposal or stacking, leveling and neatly dressing as directed by Engineer-in-Charge of surplus excavated material within a lead of 500 M etc including dismantling and providing temporary supports to existing service lines like water pipes, sewerage, electric cables, etc., including shoring/ strutting if required, all materials tools, tackles and labour all complete and as directed by Owner/Engineer-in-Charge for following depth. Mode of Measurement; (A) for Foundations = Foundation Foot print increased by 400mm on Each side. (B) for UG Pipes Width of Trench shall be Pipe Diameter +300mm (for Less than 6" pipes), Pipe Diameter +600mm(for Less than 60" pipes), Pipe Diameter +1000mm (for greater than 60" line)

From grade level upto 1.5 m depth

From 1.5m depth to 3.0 m depth

From 3.0m depth to 4.5 m depth

From 4.5 m depth to 6.0 m depth

DISPOSAL OF SURPLUS EARTH

Carting away ( transporting and disposing ) of surplus earth,lime,moorum,rubbish,debris including refractory /insulation debris,shrubs and vegetations from construction area beyond the initial lead of 500M to the Lead specified here below including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as per the direction of the Owner/ Engineer-in- Charge. For carting on the basis of truck measurements. Note : Outing gate of Refinery shall be decided by NRL / EIC as per the site condition . The arrangement of necessary land for disposal is in the scope of the contractor & The cost should be inclusive of same. Including necessary approval from the local authorities for the dumping area.

Same as above with Transportation to any demarked area or dumping area outside plant boundary/battery limit, lead upto 500m.

Same as above with Transportation to any demarked area or dumping area outside plant boundary/battery limit, lead upto 2km.

Same as above with Transportation to any demarked area or dumping area outside plant boundary/battery limit, beyond 2km upto 5km.

Clearing the area of grass, rank vegetation, wild growth, bushes,shrubs, trees and plants upto 30 cm girth measured at a height of 1.0M above ground level from road side berms, under pipelines and structures, tank farms, drains, yards etc. by removal of grass ,plants etc. by uprooting/scrapping completely from ground and making good the area disturbed, collecting all uprooted vegetation etc. bundling into heaps and disposal outside owner’s battery area at earmarked places only within a lead of 4 km with contractor's own transport, all tools, tackles, labour etc. all complete as per specifications and directions of the Engineer-in-Charge.

Clearing tea bushes and removal of rubbish up to a distance of 30m outside the periphery of the area. By manual means. Grubbing, scrubbing & clearing the areas, removal of roots/boulders, breaking clods, making up the hollow produced by removal of roots/boulders with available earth, clearing the site of all objectionable/unserviceable materials by means of manual or mechanical excavation as per directions of Engineer-in-Charge. Including loading, transport, unloading and disposal of the unserviceable material at designated areas within the plant boundary and leveling the same.

Cutting down trees having a girths as specified, including cutting of trunk and branches, digging and grubbing of roots up to a depth of 1m below ground level, filling the hollow produced by removal of roots with approved available earth in layers not exceeding 300 mm for all leads and lifts, watering, ramming, and compacting the filled earth to obtain 90% of modified proctor density, as per IS: 2720 Part-VIII, disposing the unserviceable materials beyond plant boundary by the contractor and stacking the serviceable material with in plant boundary etc. complete as per approval and directions of Engineer-in-Charge.

For girths up to 30cm dia

Beyond 30cm girth upto and including 60 cm girth

Beyond 60 cm girth upto and including 120 cm girth

FILLING & BACKFILLING

Backfill with material from excavation

Same as above, but from available excavated soil within a lead of 2KM

Backfill with material supplied by Contractor

Backfilling around foundations, plinth, trenches etc to proper grade and level with excavating the earth from approved borrow pits (arranged by Contractor) including cost of backfill material along with all royalties/taxes etc, loading, transporting and laying at all depths / heights in layer of 200 mm loose thickness, watering and ramming to proper compaction to achieve 90% maximum proctor density, dressing etc all complete and as per directions of Engineer-in-Charge and including certification of used material in compliance with the Soil Recommendations. ( Rate for compacted thickness shall be considered.)

Backfill with GSB

Backfilling in section excavations for foundation, Paving, plinth, trenches etc with Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, supplied by Contractor , loading, transporting the earth to site of work, unloading, breaking clods and laying at all depths and heights in layers of 200 mm loose thickness, watering and ramming to proper compaction to achieve 85% laboratory maximum dry density as per IS 2720 part XIV, before providing the above treatment the base of foundation pit shall be compacted to 95% max dry density as per IS 2720 part VII. all complete as per directions of Engineer-in-Charge. Price shall be including cost of backfill material along with all royalties. including Inspections and Tests

Sand filling Supplying and filling clean, coarse sand of approved quality conforming to Zone II & III as per IS 383 under floors, pavements, in foundation and plinth, etc. including cost of sand, royalties, transportation to site for all leads & lifts, incuding loading & unloading, spreading in layers of loose thickness not exceeding 150 mm at all depths, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achive 85% relative density as per IS:2720 Part XIV,including preparation of subgrade to the required slope,providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge.The rates shall be inclusive of the cost of all labour,material,equipments etc. all complete.( Rate for compacted thickness shall be considered.)

PILE Head Preparation

Preparation of pile heads by head cut-off / dismantling ( manually) above pile cut-off level (Finished head of piles should be maintained 100 mm above the bottom level of pile cap) including dismantling of bulging of Piles if any, clean, bend, dowel reinforcement and concrete surface preparation for the connection to the Pile cap foundation including disposal of the debris at designated place as directed by EIC/Owner

Pile of dia 500mm

Pile of dia 600mm

Pile of dia 750mm

Grating over Rectangular Storm Water Drains

Supplying and Installing in position the Gratings in panels of size 400 to 600 mm (Width) x ~1000 mm (Long) as required by the IFC Drawings over Rectangular Concrete Storm Water Drains as required and specified in the Drawings and / or as directed by the Engineer in charge. Inspections and Tests.

Gratings for Non Vehicular Movement areas - Galvanized

Heavy Duty Gratings for Vehicular Movement areas - Galvanized

PCC/RCC CONCRETE

CONCRETE - P.C.C

Providing, mixing and laying blinding layer of PCC nominal mix using 40mm and downgraded coarse aggregate for any thickness below footings, plinth beams, G.F.slab, pilecaps, foundations, trenches, pits & sumps etc. as levelling course, filling material, using Ordinary Portland cement/ Portland Pozzolona Cement, curing including shuttering, tamping, ramming, vibrating, etc., complete, as per drawings, specifications and as directed by Engineer in Charge. For details refer specification for Plain and Reinforced concrete (NR-0ZZZZ-CV-SPE-0002). Materials to be supplied as per approved vendor lists attached with special conditions of contract.

CONCRETE - R.C.C

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE (Ready Mix Concrete with design mixes) with 20mm and down size graded crushed stone Aggregates / Gravel in SUB-STRUCTURE, using Ordinary Portland Cement/Portland Pozzolona Cement. E.g. Foundations, raft, beams, slabs, pile caps. retaining walls, dyke walls, jambs, counterforts, buttresses. pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets,trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, underground tunnels and other similar UG items etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators. crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating. tamping, curing and rendering if require ed to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. For details refer specification for Plain and Reinforced concrete (NR-0ZZZZ-CV-SPE-0002). ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as Trenches, manholes, trench covers, pits, etc. of M-30 grade using Ordinary Portland Cement/Portland Pozzolona Cement with 20mm and down size graded crushed stone aggregates/gravel, each unit upto and inclusive of 500 kg. for all leads, levels, shapes and thickness including all moulds and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface With cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (1 Cement : 3 Coarse Sand), breaking bricks and / or concrete surfaces and making good the same etc. all complete (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) and as directed. For details refer specification for Plain and Reinforced concrete (NR-0ZZZZ-CV-SPE-0002). All materials including cement supplied by the contractor

Providing and laying in position Reinforced Cement Concrete in open foundations, trenches, precast cover slabs of (Ready Mix Concrete)Design Mix of M-25 GRADE with 20 mm and down size graded stone aggregates including screening and cleaning of coarse aggregates, fineaggregate (sand) conforming to proper grading, zone, both of approved quality and Ordinary Portland Cement , as necessary, cost of curing with water, (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) including providing pockets/ shear keys during concreting, vibrating, tamping, curing, sampling, testing and rendering if required, to give a smooth and even surface etc. including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control,sampling, testing etc. including cost of all material & labor in substructure, footings and other similar items not specifically mentioned herein, for all depths, complete as per drawings, specification and as directed by Engineer-in-charge/owner. For details refer specification for plain and reinforced concrete (NR-OZZZZCV-SPE-0002). Materials to be supplied as per approved vendor lists attached with special conditions of contract.

Providing and laying REINFORCED CEMENT CONCRETE (Ready Mix Concrete) OF Design Mix of M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel using Ordinary Portland Cementt/Portland Pozzolona Cement in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves. window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash- (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.For details refer specification for Plain and Reinforced concrete (NR-0ZZZZ-CV-SPE-0002).

Manufacturing , transporting to work Site, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-35 grade using Ordinary Portland Cement/Portland Pozzolona Cement with 20mm and down size graded crushed stone aggregates/gravel, each unit upto and inclusive of 500 kg. for all leads, levels, shapes and thickness including all moulds and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface With cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (1 Cement : 3 Coarse Sand), breaking bricks and / or concrete surfaces and making good the same etc. all complete (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) and as directed. All materials including cement supplied by the contractor.For details refer specification for Plain and Reinforced concrete (NR-0ZZZZ-CV-SPE-0002).

Providing and laying Reinforced Concrete for Paving & Paving supported pedestals any Shape/ Location/ slope/ Type/ Thickness for specified concrete grade using OPC/PPC and 20mm and down size graded crushed stone aggregates, including all earthworks in filling/ excavation as necessary, sub-grade compaction with base-course laid in layers if required by relevant specifications or drawings, casting of reinforced concrete slab in alternate panels, formation of required slopes, leaving pockets, if necessary, making recess/ drains, kerbs, shuttering, tamping, curing all inclusive.finishing the top surface smooth, Providing the Drains for Floors, etc. all complete including the Supply and Laying of Admixtures and corrosion inhibitors as per drawings, specifications and directions of Engineer- in-charge.

same as above For type-I pavement (Upto and inclusive of thickness of 200 mm). (Including providing and laying MS dowel bar, painting as required, GI pipe and cap and cotton waste).

same as above For type-II pavement (Upto and inclusive of thickness of 150 mm).

same as above For thickened pavement (Upto and inclusive of thickness of 300 mm).

Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE in concrete as per manufacturer's specification for protection of reinforcement against corrosion. Supply of admixture, testing in Contractor's scope.

Providing & laying uncoursed random rubble masonry in cement mortar 1:6 using approved quality locally available stones of good quality for wall footings etc., including scaffolding wherever necessary, curing, raking joints, dewatering wherever necessary etc. complete for work below ground/ grade level at all depth and above grade level up to plinth as per specifications and drawings.

SHUTTERING

Providing and fixing CENTERING AND SHUTTERING in foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, culverts, drains, pipe way bridges, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels / bunkers / silos / shafts / hoppers / liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting. bracing, propping etc., keeping the same in position during Concreting and removal of the same after specific period etc. for Straight / Inclined Shuttering, keeping necessary provisions for Inserts, Projecting Dowels, Anchor Bolts or any other Fixture, tools, equipments and labour necessary for the work,etc., all complete and as specified and directed.

Providing and fixing CENTERING AND SHUTTERING in Superstructures in Retaining Walls, Jambs, Counter-forts, Buttresses, Equipment / Machine Foundations, Abutments, Columns, Lintels, Suspended Slabs, Beams, Staircases, Landings, Steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the Same in position during concreting and removal of the same after specified period etc. for Straight / Inclined Shuttering, keeping necessary provision for inserts, projecting doweIs, anchor bolts or any other Fixture, tools, equipments and labour necessary for the work, etc. all complete and as specified and directed.

Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types of Structures such as Chimneys/ Shafts/ Silos/ tunnels/bunkers/ hoppers/ liquid storage structures/ domes/ ring wall for tanks, etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during conc eting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts. projecting dowels, anchor bolts or any other fixture,tools, equipments and labour necessary for the work, etc. all complete and as specified and-directed.

Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in superstructures in all types of Structures such as Chimneys / Shafts / Silos / tunnels / bunkers / hoppers/ liquid storage structures / domes etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture,tools, equipments and labour necessary for the work, etc. all complete and as specified and directed.

REINFORCEMENT

High Yield Strength Deformed (HYSD) / TMT Bars – Grade Fe 500D for – Cast-in-Situ / Pre-cast Sub Structures: Supplying , Cleaning and placing in position TMT bars / HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe 500D conforming to lS:1786, for RCC work (Cast-in-Situ and/ or Pre-cast Reinforced Concrete Works ) Including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every Intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all Sub Structures like Foundations, Culverts, Basins, Drains, Sleepers, etc. at all depths as specified in the Drawings, specification TP-1ZZZA-CV-SPE-0002 and all completed as per directions of Engineer-in-charge. Materials to be supplied as per approved vendor lists attached with special conditions of contract. SUPPLY OF ALL MATERIAL IN CONTRACTOR's SCOPE. Measurement: Weight calculated as the unit weight multiplied by the finished net bar length as per IFC drawings. For payment reinforcement including authorized weight for spacer bars, laps, chairs etc shall be measured separately for diameter wise length actually used. Wastages & unauthorized laps shall not be considered for payment. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope

High Yield Strength Deformed (HYSD) / TMT Bars – Grade Fe 500D for– Cast-in-Situ / Pre-cast Super Structures: Supplying , Cleaning and placing in position TMT bars / HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe 500D conforming to lS:1786, for RCC work (Cast-in-Situ and/ or Pre-cast Reinforced Concrete Works ) Including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every Intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all Super Structures and at all heights as specified in the Drawings, specification TP-1ZZZA-CV-SPE-0002 and all completed as per directions of Engineer-in-charge. Materials to be supplied as per approved vendor lists attached with special conditions of contract. SUPPLY OF ALL MATERIAL IN CONTRACTOR's SCOPE. Measurement: Weight calculated as the unit weight multiplied by the finished net bar length as per IFC drawings. For payment reinforcement including authorized weight for spacer bars, laps, chairs etc shall be measured separately for diameter wise length actually used. Wastages & unauthorized laps shall not be considered for payment. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope.

STRUCTURAL WORKS

Supplying,transporting, storing, straightening, cleaning, fabricating and erecting in position bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250BR (conforming to IS:2062), BSEN 10025 S275JR/S275JO/S355JO (for Universal Columns/Beams) at all locations and levels, including all rolled and builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, columns, stairs, trussed girders or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, welding/bolting of joints with high tensile bolt of minimum grade 8.8 conforming to IS:3757, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation of fabrication drawings and getting reviewed from Owner/EPCM Consultant along with supply of all necessary prints including submission of AS built drawings 2 set with soft copy in CD , all materials and labour complete as per drawings ,specifications,standards and as directed by the Engineer in Charge. Preparing the Surface for painting (SSPC-SP-10),Supply and apply painting as per Specification No. TP-1ZZZA-PI-SPE-0003 after fabrication with one coat of 65 to 75 micron DFT of inorganic zinc silicate primer (FP-6), 1 coat of 170 micron Two pack Epoxy HB Aromatic amine cured (FP-3A), 1 coat of 40 micron Acrylic Polyurethene (FP-1) fixing in line or level with temporary staging, complete with all tools, equipments and labour for all depths and heights as per drawings and directed. Materials to be supplied as per approved vendor lists attached with special conditions of contract.Structure shall be erected as stic buiit/modular .

CHEQUERED PLATE

Supplying MS chequered plate( 5 mm to 10 mm thickness), transporting, fabricating,fixing at various levels with help of supports cleat/stiffners on floors,platforms,stairs, including grinding edges & supplying all bolts, nuts, washers etc.,including necessary modification for supporting structure,drilling holes in plates and supporting structure including one coat of inorganic Zinc Silicate primer(Avg. 75 micron thickness), including forming cutouts in chequered plates and reinforcing edges by M.S.strips; providing toe plate of 50x6 mm height all along the edges,complete as per drawing, specifications & as directed by Engineer in Charge.

Same as above, but stitch welded on structures

GRATINGS

Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED GRATING purchased from approved manufacturer conforming to specification TP-1ZZZA-CV-SPE-0024 & standard no TP-1ZZZA-CV-SDD-0003 in walkways, platforms, stair landing, drains, catch basins etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fabricating clamps, fixing, tack welding, preparation and submission of fabrication drawings etc. all complete as specified and directed. Painting shall be as specified and wherever required, repairs of damaged surface coat after erection, complete with all tools, equipments and labour, for all depths and heights as per drawings and as directed by Engineer-in-Charge. Inspection and checking shall be deemed considered. Floor Grating shall be Electroforged from mild steel Grade E250A IS:2062 and shall be minimum 25mm thk. Maximum size of voids shall be limited to 30x100 mm. Floor grating shall be hot dip galvanised in accordance with IS:2629 and tested as per IS:2633 and IS: 6745. Quantity of zinc coating shall be min 120 microns (900 gm/sqm) and as per specifications. SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE.

For Square/rectangular Gratings

Supplying & installing prefabricated readymade 25 mm thk. electroforged hot dip galvanised MS self colured stair tread with 6 mm thick chequered plate nosing and 2 Nos. of 75 x 6 carrier plate (minimum galvanised coating of 900 gm/sq.m) of approved make and as per design /drawing/standards with main member of size 25x5 mm flat and secondary member of 6 mm sq.twisted bar respectively having pitch 35x100 mm conforming to standards IS2062 Gr.A, including fabrication drawing,fixing of treads on stairs including supply and fixing with clamps/ bolts, complete as per design drawings,standards , specification and as directed by Engineer-in -charge. (specification TP-1ZZZA-CV-SPE-0024 & standard no TP-1ZZZA-CV-SDD-0003)

For Stair Tread of 900X275 mm

For Stair Tread of 750X275 mm

Supplying ,erecting , fixing on RCC pits, Rectangular ditch etc. prefabricated readymade 40 mm thk. electroforged hot dip galvanised MS self colured Gratings (minimum galvanised coating of 900 gm/sq.m) of approved make and any shape/size as per design /drawing/standards with main member of size 40x6 mm flat and secondary member of 6x6 mm flat respectively having pitch 35x100 mm conforming to standards IS2062 Gr.A, ASTM A36 or equivalent,IS2629, IS4759 etc. as per approved make including preparation of fabrication drawings from approved design and pattern , all complete as per design drawings,standards, specification and as directed by Engineer in charge.

Supplying ,erecting and fixing of electroforged hot dip galvanised MS self colured 25x5 mm flat conforming to standards IS2062 Gr.A, as edge protection member for openings in Gratings made at site by contractor, all complete as directed by Engineer in charge.

Hand Railing 1000mm - Non FIM Items

Supplying, fabricating and fixing in position/modular as per standard TP-1ZZZA-CV-SDD-003 at all locations 1000mm high INCLINED HAND RAILING (for staircases)' consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes confirming to IS:1239 including straightening if required, cutting, bending, welding, bolting. grouting with ordinary grout, cleaning, surface preparation, coating and painting as per specification TP-1ZZZA-PI-SPE-0003, preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR' s SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Supplying, fabricating and fixing in position/modular at all locations 1000mm high HORIZONTAL HAND RAILING as per Standard TP-1ZZZA-CV-SDD-0003 (for platfonns, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes confonning to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade 250A), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, coating and painting as per specification TP-1ZZZA-PI-SPE-0003, preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR' s SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Supplying, fabricating, erecting, fixing in position at all locations cutting, bending, welding, bolting, M.S. hand railing of height 1000 mm for circular platform with top rail as 32 mm NB(Medium Class) conforming to IS:1239 & midrail as 50x6 mm flat and vertical post of angle 50x50x6 @1500mm c/c including 150x100 x 10 mm thick toe angle conforming to IS:2062 (Grade 250A), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, coating and painting as per specification TP-1ZZZA-PI-SPE-0003 , including preparation of fabrication drawings,complete as per design drawings,standards, specification and as directed by Engineer in charge.

Hand Railing 500mm - Non FIM Items

Supplying, fabricating and fixing in position/modular at all locations 500mm high HORIZONTAL HAND RAILING as per Standard TP-1ZZZA-CV-SDD-0003 (for platfonns, walkways, etc. or any other location as directed) consisting of top rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes confonning to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade 250A), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, coating and painting as per specification TP-1ZZZA-PI-SPE-0003, preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR' s SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

STRUCTURAL STEEL PAINTING

Supplying & applying finish coats for all heights including cleaning the surface of dust and loose particles, touching up of damaged primer coat, including all labour, scaffolding, tools, consumables, etc., as per structural steel paints specifications,(TP-1ZZZA-PI-SPE-0003),drawings and as directed by Engineer in Charge.

To surface of structural steel

To Handrailing

Supplying, fabricating, casting, installing and fixing in position at all levels & locations M.S.holding down threaded bolts conforming to IS 2062 Grade A or BR as per drawings and nomenclature, including supply and fixing nuts, washers, anchor plates, pipe sleeves, etc., as per Standard TP-1ZZZA-CV-SDD-0002 in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed by EIC.(SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).( No extra payment shall be given for template or any dummy structure)

For Anchor Bolts upto 36 mm dia.

For Anchor Bolts above 36 mm dia.

Carting,Installing and fixing in position M.S.holding down threaded bolts for equipment supports, stacks, tanks, vessels, structural steel columns, foundations, including supplying, fabricating and installing necessary templates, providing auxiliary dummy structures, if any, necessary tying and welding to reinforcement, adjustment of shuttering, greasing exposed metal surfaces and covering with jute cloth etc., complete for all depths and heights ( Bolts/nuts/washers shall be provided by OWNER).( No extra payment shall be given for template or any dummy structure)

For Anchor Bolts upto 36 mm dia.

INSERT PLATES & CURB ANGLES, SLEEVES

Supplying ,fabricating and fixing in position M.S.Steel insert plates, slide plates, curb angle comprising of channels,angles, flats, rounds, plates and other structural shape etc.with holdfast /lugs, as shown in drawing including necessary templates, staging, cutting,bolting and welding as required and embedding in position on both, plain and reinforced cement concrete members inclusive of adjusting shuttering,welding, if necessary, tying & holding to correct level and line,and auxilary dummy structures to support the heavy inserts, ,fabrication, transporting and application of one coat of inorganic Zinc Silicate primer(Avg. 75 micron thickness DFT) and 2 coats of approved anti- corrosive paint 20 microns DFT each coat on the exposed surface only, embedding the insert in position complete.

Supplying, fabricating and fixing in position GI PIPE SLEEVES of all diameters including providing necessary staging, cutting, straightening if required, bolting, welding as required and embedding In position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support heavy sleeves etc. all complete for all depths and heights as specified and directed.

Same as item 5.11.2, but for PVC Pipe (2.5 kg/cm2) sleeve of

75mm dia. PVC Sleeve

100 mm dia. PVC Sleeve

150 mm dia. PVC Sleeve

Fixing, cutting, fabricating, welding, centering & aligning M.S. Pipe sleeves/nozzles with puddle flange of all diameters and lengths in Plain and Reinforced concrete works for all heights inclusive of adjusting shuttering/ reinforcement,welding if necessary, tying and holding to correct level and line,any auxiliary dummy structures to support heavy sleeves, including one coat of inorganic Zinc Silicate primer(Avg. 75 micron thickness DFT),complete as per drawings, specifications & as directed by Engineer in Charge. ( Pipe sleeve & plate materials in Owner's scope)

GROUTING

ORDINARY CEMENT GROUT Supply and laying of normal leveling mortar (cement sand grout)in ratio of 1 cement :2 sand with minimum compressive strength of 30 N/mm2, for grouting under base plates, base frames or other anchoring elements for structures and /or machines, including cleaning of surfaces, form-works, chamfering of edges, smoothing of exposed surfaces, providing all tools and labour necessary to complete the work as per drawings/specifications and as directed. Materials to be supplied as per approved vendor lists attached with special conditions of contract.

NON-SHRINK GROUT Supply and laying non-shrinking cementitious grout with a minimum crushing strength of 40 N/mm2 under base plates, base frames or other anchoring elements for structures and/or machines, including cleaning of surfaces, form-works, chamfering of edges, smoothing of exposed surfaces, providing all tools and labour necessary to complete the work as per drawings / specifications and as directed by Owner/EIC. The non shrink grout shall be laid as per approved vendor‘s specification. Materials to be supplied as per approved vendor lists attached with special conditions of contract.

MISCELLANEOUS

Providing & fixing in position 20 mm dia Galvanised M.S. Rungs in concrete walls etc. including bending of bars, welding to keep in proper position, if required,complete as per drawing

Providing 20mm wide expansion joints in flooring and pavement slabs as per Construction Standard TP-1ZZZA-CV-SDD-0001 including cleaning the joints of all loose material, including filling with 20mm thick impregnated fibre board for the full depth of slab (upto and inclusive of 200mm) except for 25mm depth from top and sealing the top 25mm with approved Mastic Joint Sealing Compound as per IS: 1834 “Type-B” etc. all compete as per drawings, specifications and directions of Engineer-in-Charge.

Providing Construction joints in pavements foundations as per Construction Standard TP-1ZZZA-CV-SDD-0001 including saw cutting as required, cleaning the joint of all loose materials and sealing with Shalitex or approved equivalent sealing compound conforming to IS:1834 Type-B etc. complete as per drawings, specifications and direction of Engineer-in-Charge

10mm wide x 40mm deep

20mm wide x 100mm deep

Providing sealing/isolation joints in pavements around equipment foundations/columns/pedestal/trenches etc. as per Construction Standard TP-1ZZZA-CV-SDD-0001 including cleaning the joints of all loose materials and sealing with sealing compound conforming to IS:1834 Type B as required etc. complete as per drawings, specifications and directions of Engineer -in-Charge.

Supplying and fixing in position 20mm thick Bitumen Impregnated Fibre Board conforming to IS:1838 of approved quality in joints and at any other locations and levels in concrete structures including application of primer and cleaning of joints and sealing the top 25mm with approved Mastic Joint Sealing Compound as per IS: 1834 “Type-B” etc. all compete as shown, specified and directed by E-i-C.

Supply and installation of expansion bolts type “Hilti” HDA/HSL or equivalent as per drawings, including the cost of the bolts, carting the same to site of work, fixing in position with necessary, tools, labour etc for all heights and depths, drilling holes and fastening as per vendor’s specifications, all complete and as directed

Mechanical Bolts - Hilti Anchor Bolt, HDA-P-M12x125/30 (Under Cut) or equivalent

Mechanical Bolts - Hilti Anchor Bolt, HDA-P-M16x190/40 (Under Cut) or equivalent

Mechanical Bolts - Hilti Anchor Bolt, HDA-P-M20x250/50 (Under Cut) or equivalent

Mechanical Bolts - Hilti Anchor Bolt, HSL 3B-M12x25 or equivalent

Mechanical Bolts - Hilti Anchor Bolt, HSL 3B-M16x25 or equivalent

Mechanical Bolts - Hilti Anchor Bolt, HSL 3B-M20x30 or equivalent

Supply and installation of chemical bolts type “Hilti” HVA or equivalent as per drawings, including the cost of the bolts, carting the same to site of work, fixing in position with necessary, tools, labour etc for all heights and depths, drilling holes, anchor rods (HST) with nuts and washers, and fastening as per vendor’s specifications, complete and as directed

Chemical Bolts - Hilti HAS-E Rod M12X160 (threaded rod) & HVU Adhesive Capsule M12x110 or equivalent

Chemical Bolts - Hilti HAS-E Rod M16X190 (threaded rod) & HVU Adhesive Capsule M16x125 or equivalent

Chemical Bolts - Hilti HAS-E Rod M20X240 (threaded rod) & HVU Adhesive Capsule M20x170 or equivalent

Installation of expansion bolts HST M 24/200

Reinforcement bar cutting as directed by Engineer in Charge

i) Upto 16mm dia.

ii) Above 16mm dia.

Making welded joints in reinforcement bar of any dia. to satisfaction of Engineer in charge.

Application of one coat of epoxy bonding agent on old concrete surface to provide new concrete, as per manufacturer's specification including cleaning of concrete surface, etc., complete

Drilling of holes square or circular up to 32 mm dia and depth 1000 mm, through reinforced concrete floor or wall and make good complete as directed by Engineer in Charge.

RCC Core cutting of dia 150 mm / 200 mm and depth upto 1200 mm

MISCELLANEOUS CUTTING/WELDING WORKS (Not applicable for regular works as per issued drawings but applicable only for specific re-works/ modification works / Miscellaneous works as per directions of EIC)

Gas cutting in Structural beams,plates etc

Grinding in Structural beams, plates at cutting locations etc

Welding in Structural beams,plates etc

Making holes in Structural beams,plates etc

i) Upto 30mm dia.

ii) Above 30mm dia.

Gas cutting in Pipes etc

Grinding & fitups in Piping etc

Welding in pipes etc

MISC. CIVIL & STRUCTURAL DEMOLISHIONG/DISMANTLING WORKS

Demolition of BRICK Work including stacking of serviceable materials and disposal of un-serviceable materials at suitable locations within/outside the Refinery Area as advised by E-i-C.( Including above ground and foundation). Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick/Block/Rubble masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 500 m outside exit gate (Brick works/ Rubble masonary made with Cement Mortar of all mix)

Demolition of PCC WORK including stacking of serviceable materials and disposal of un-serviceable materials at suitable locations within/ouside the Refinery Area as advised by E-i-C ( Including above ground and foundation). Dismantling of existing structures like culverts, bridges, retaining walls, drains, trenches, and other structure comprising of masonry, cement concrete, including Tools and Machineries and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 500 m outside exit gate (By mechanical means) (Plain Cement Concrete of all Mix grades)

Demolition of RCC WORK including stacking of serviceable materials and disposal of un-serviceable materials at suitable locations within/outside the Refinery Area as advised by E-i-C ( Including above ground and foundation). Dismantling of existing structures like culverts, bridges, retaining walls, drains, trenches, and other structure comprising of masonry, cement concrete, including Tools and Machineries and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 500 m outside exit gate (By mechanical means) (Reinforced Cement Concrete of all Mix grades)

Dismatntling structural steel work and stacking the structural members at suitable locations within the Refinery Area as directed by Engineer-in-Charge ( Including above ground and foundation)

Demolition of ROAD WORKS including stacking of serviceable materials and disposal of un-serviceable materials at suitable locations within/outside the Refinery Area as advised by E-i-C

Restoring of ROAD WORKS including restoring roads to original conditions at suitable locations within/outside the Refinery Area as advised by E-i-C

Dismantling Wood Work Wrought and Planed Fixed in Frames of Trusses upto a height of 5 m above Plinth Level

Dismantling of cement concrete Pavements and disposal of dismantled materials upto a lead of 100 m

Dismantling of Teen sheet fencing including disposal of dismantled material with all lifts and upto a lead of 1000 m

Dismantling of Bamboo including disposal of dismantled material with all lifts and upto a lead of 1000 m

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works

Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood A) Driven at least 900 mm below ground and 1200 mm above ground

Dismantling of Sheeting

Dismantling of Sheeting on Roofs and Sides provided with any type of Structure / Building / Shed and at any Heights, providing of tools and tackles as required, equipment, cold cutting with appropriate equipment, labor etc, loading of the debris on trucks, transporting, unloading and disposal at approved location / area, all complete and as directed.

Roof Sheeting

Side Sheeting

BRICK MASONRY

Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 7.5 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding / staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR

Providing and laying Autoclaved Cellular(Aerated) cement block masonry of grade1 & compressive strength 5.0 N/mm2 confirming to IS: 2185 (Part-3), in cement mortar 1:4 (1 Cement : 4 Coarse Sand) in one or more block thickness and in any shape (excluding circular/ curved block masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of blocks, cutting and laying of blocks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, filling the blocks with mortar at specified locations, supplying and placing in position 2 Nos. 6 mm dia M.S. bars at every third course, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

12mm thick Cement Plaster

Providing and applying smooth cement plaster (with or without waterproofing compound) of given thickness conforming to IS-2645 (CICO/ approved equivalent) at all heights and below plinth in CM 1:6 to walls, beams, column, drain, bends, moulds, grooves, pattas and drip course to all brick and RCC surfaces including raking joints, scaffolding, curing finishing smooth including cost of cement, cleaning, hacking concrete surfaces, scaffolding, providing drip moulds, POINTING if required, watering, curing etc. complete for all heights, providing grooves (for 20 mm thick plaster) in plaster 12 mm wide and 12mm deep where two different material like Concrete and Brickwork are in line all complete as specified in Drawings and specifications and as directed by Engineer-in-charge.The plaster shall be rubbed with ""Iron Plate"" till the surface shows cement paste in line level complete as directed. 12mm thick Cement Plaster without water proofing Compound using 1:6 mix mortar"

12mm thick Cement Plaster

Detail description is same as line item for 12mm thick cement mortar 20mm thick Cement Plaster without water proofing Compound using 1:6 mix mortar

Acrylic Premium Emulsion paint

Providing and applying two or more coats Acrylic Premium Emulsion paint of approved colour and shade one coat of primer, brooming down and cleaning the surfaces, finishing of holes and depressions including scaffolding and staging of all levels with all labour and material etc. complete at all levels.Materials to be supplied as per approved vendor lists attached with special conditions of contract.

WEATHER PROOF EXTERIOR PAINT

Providing and applying two or more coats, of " WEATHER PROOF EXTERIOR PAINT" of approved shade to give good and even shade over plaster, brick surfaces at all levels as per instructions of the engineers-in-charge including a coat of primer scaffolding, cleaning, washing the surface etc. complete at all levels. Materials to be supplied as per approved vendor lists attached with special conditions of contract.

1.5mm thick white cement based putty

Providing and applying 1.5mm thick white cement based putty to full area of plaster in two coats to fill all pores of mortar/concrete wall & ceiling, making the surfaces good & even for painting including scaffolding / staging, necessary tools etc complete at all levels as per instructions of Engineer-In-Charge.

Roofing Sheet 0.5 mm thick

Supplying & fixing of Precoated GALVALUME roofing sheet of TCT 0.5 mm thick for roofing work of approved manufacturer complete in all respects with self drilling & tapping screws of "Buildex" or "Hilti" or "Corroshield" make EPDM washers etc. including cutting to proper size,mitering,laps, necessary scaffolding etc. Finish on the weather face of roof panels & related components shall be minimum 150 gms/sqm. Aluminum/Zinc alloy coating mass total of both sides (55% Alumimum + 43.5% Zinc + 1.5% Silicon coating class AZ150 or equivalent). Pre-treatment Chromate coating on either sides, Primer Coating (Epoxy) On Top side 5 to 7 Microns, PVDF material of 20-25 microns on Top side & Back Coat - Epoxy based 5 to 7 Microns.

PVC Water bars - Non FIM Items

Supplying and fixing in position 150mm wide x 5mm thick approved PVC WATER STOPS as per manufacturer's specifications in R.C.C. Structures including cutting, fixing, jointing by vulcanizing etc. all complete as shown specified and directed.

Supplying and fixing in position 230mm wide x 5mm thick approved PVC WATER STOPS as per manufacturer's specifications in R.C.C. Structures including cutting, fixing, jointing by vulcanizing etc. all complete as shown specified and directed.

CONCRETE FOR LIQUID RETAINING / LEAK PROOF STRUCTURES

Providing and laying Leak Proof Reinforced Cement Concrete (Ready Mix Concrete ) of GRADE M-30 Design mix Concrete (minimum Cement content shall be as per NRL Specifications) using Ordinary Portland Cement t/Portland Pozzolona Cement with 20 mm and down size graded crushed stone aggregates/ gravel at all positions and in any shape and thickness, in SUB STRUCTURE, leaving Pockets, recesses, vibrating, tamping, curing, testing (for leak-proofness) and rendering (if required to give smooth and even surface) In foundations. walls , beams, buttresses, columns, piers, slabs, tunnels, basements, storage bins, reservoirs etc. including cement wash (if no other surface application is _specified) but excluding. the cost of Reinforcement, Shuttering and , specified admixtures, all complete as spectfied and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR. For details refer specification for Plain and Reinforced concrete (NR-0ZZZZ-CV-SPE-0002).

ROAD WORKS

Earth work in cutting for roads/pavement,culverts etc, in all types of soil,breaking the clods,transporting the earth to disposal area or to the areas to be filled up,levelling and dressing to the required slopes,lead upto 100m as directed and lift upto 2 metres, including clearing and stripping,surface dressing of the existing ground,inequilities of the area to the specified levels and grades,supply of labour,equipment,tools etc., complete as per drawing and the specifications and as per the directions of the Engineer-in-charge.

Earthwork in filling with available excavated soil within a lead of 100 meter, including re-excavating the deposited soil excavated earlier, breaking clods, loading, transporting and laying at all depths / heights in layer of 200 mm loose thickness, watering and ramming to proper compaction to achieve 90% laboratory maximum dry density, dressing the slopes , including the initial compaction of the cleared and stipped ground surface , etc all complete as per the specifications and as per directions of the Engineer in Charge ( Rate for compacted thickness shall be considered.)

Earthwork in filling with earth brought from Contractor's own borrow pit including all cost of all royalties / taxes etc for road work & spreading in layers of 200 mm compacted thickness, levelling and dressing the slopes, watering, rolling or tamping for achieving compaction of 90 % standard proctor density for soils, including the initial compaction of the cleared and stipped ground surface as per the specifications and as per directions of the Engineer in Charge.

Supply and laying of stone aggregate of 90mm down to 45mm size for Water Bound Macadum (WBM) layer Sub base course for road/paving portion , tough, sound, clean and durable including cost of stone aggregate all royalties, taxes, handling, transportation to site, stacking the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in layers of each 150 mm compacted thickness to proper grade, camber and level, binding the surface with murrum (0.135-0.15 cum per 10 sqm) including cost of supply of murrum, setting out, dressing to camber consolidating/compacting with 8 to 10T road roller, watering including the required test involved, complete as per drawing, specifications, and directions of Engineer-in-Charge.

Supply and laying of Coarse aggregate of 63mm down to 45mm size for Water Bound Macadum (WBM) layer for base course for road/paving portion , tough, sound, clean and durable including cost of stone aggregate all royalties, taxes, handling, transportation to site, stacking the same by the side of road with all leads and lifts, spreading and laying to form water bound macadam in layers of each 75 mm compacted thickness to proper grade, camber and level, binding the surface with murrum ( 0.07 -0.09 cum per 10 sqm )including cost of supply of murrum, setting out, dressing to camber consolidating/compacting with 8 to 10T road roller, watering including the required test involved, complete as per drawing, specifications, and directions of Engineer-in-Charge.

Providing and applying tack coat using hot straight run bitumen of grade 80 / 100 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.

On W.B.M. @ 0.75 Kg / sqm.

On bituminous surface @ 0.50 Kg / sqm.

Providing and laying Dense Bituminous Concrete on prepared surface with specified graded stone aggregate for wearring course including loading of aggregate with FE loader, and hot mixing of bitumen with filler and stone aggregate in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers, as per MORTH specifications, to achieve the desired density and compaction but excluding cost of primer / tack coat.

50 mm compacted thickness with bitumen of grade CRMB - 60 @ 5.5% and lime @ 3% ( percentage by weight of total mix ).

25 mm premix carpet surfacing with 2.25 cu.m and 1.12 cu.m. of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sq.m. and 52 kg. and 56 kg. of hot bitumen per cu.m. of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 8 to 10 tonne capacity etc. complete: (tack coat to be paid for separately):

With paving Asphalt 80 / 100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.

Providing and laying 10mm thick seal coat over premix carpet using bitumen layer 80/100 @ 98 kg/100 m2 of surface area and mixing with stone chips of size 6mm @ 0.92m3/100m2 of surface area as per correct grade and camber and rolling sufficiently with 8 to 10T smooth wheel roller etc, complete as per specifications and as directed by the Engineer in Charge.

Filling potholes, depressions etc., on the existing road surface with bitumen precoated stone metal and adequately compacting with 8 to 10 ton roller. Allow for one tack coat (80/100 bitumen at the rate of 1 kg/m2) over the surface area of filling. Actual affected areas will be measured. (This item shall be carried out on old surface if specifically asked by the Engineer in Charge in writing)

Cleaning the existing water bound macadam road surface with the help of brooms, wire brushes gunny bags etc. and exposing the metal surface for receiving the tack coat/cement slurry also including disposal of the spoils etc. complete as per the specifications and directions of the Engineer in Charge.

Providing and laying concrete interlocking paver blocks 80mm thick having minimum compressive strength of M40 Grade (Non-coloured) Unipaver shaped or other shape as approved by Engineer in Charge for paving laid in herring bone pattern with average 50 mm thk sand bedding including sub grade compaction,levelling & vibrating after laying of blocks brooming extra sand etc. complete as per specifications, drawings and as directed by Engineer in Charge.

Supplying and laying in position PVC pipes conforming to IS:4985 Class-I for electrical and instrumentation Road Crossings as per standard drawing , including cutting the pipes if necessary, lowering, laying in position to proper levels, etc. embedded in M-20 grade concrete including shuttering, providing proper jointing as per code requirements or manufacturer's recommendations, etc. including earth work in excavation in all types of soil except soft and hard rock, backfilling and making good the surface, including cutting of new/ existing roads and making good the same including supply of any road material if required, (Back filling with road material shall be done in 150 mm thick layers well watered and compacted), including supplying and providing in the encasement concrete, cable crossing indicator made out of 4 mm thick MS triangular plate of size 150x150 mm welded to 16 mm dia MS rod of approximately 1.5 m length and painting and lettering with 2 coats of approved enamel paint of approved colour over a coat of red oxide primer etc., supply and fixing of wire mesh 100x100x4, including disposal of surplus earth within worksite etc. all complete as per drawings, specifications and instructions of Engineer-in-Charge. (All material including cement and wire mesh etc. complete shall be supplied by Contractor).

Same as above for 110 dia (OD) PVC Pipe Class I

Same as above for 160 dia (OD) PVC Pipe Class I

Edge protection angles

Supplying,fabricating,welding, installing and fixing in position edge protection / side runner angles 50 x 50 x 6 mm for drains, catch basin, cleanouts etc.Rate shall be inclusive of supply and fixing of lugs and angles, all labour & consumables.

Performing Leak test of the Under ground chamber / pits/ manholes as per specification and as directed by engineer-in-charge. The rates shall be including of necessory excavation of soil all around the chamber/pits if required and sealing of all inlet and outlet pipes of chamber to perform the test.

Manholes, Pits, accessories etc required for UG Networks

Accessories for Single Chamber Man-Holes (SMH) for Underground Sewers

Supplying, Laying of all Accessories required for Man-Holes like materials required for sealing of pipes and conduits at inlet/ outlet after installation, carting prefabricated SMH to site, concrete manhole cover, fixing metal inserts in position, internal ladders/ rungs (as required), CI / Metal cover and frame (if any) as required, etc. all inclusive. The scope includes tools and labor to complete the necessary works complete for all depths and sizes as per Standad drawing (TP-1ZZZA-CV-SDD-0001) and directions of Engineer- in-charge. The Concreting, Lean Concrete under the Man-Hole, Excavating/ Backfilling are not part of the Scope of this Item and is included in the Corresponding Items. Vent Pipe shall be supplied and laid as per separate item. Inspections and Tests as per relevant technical specifications and codes shall be deemed to be included in the scope

Same as above but Internal dimension of SMH 1.5 x 1.5 m and max depth 2.5 < D < 3.5 m.

Same as above but Internal dimension of SMH 2.5 x2.5 m and max depth D > 3.5 m.

Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mmx50mm mesh fitted to M.S angle iron post at 2000mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top, middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer to M.S angle iron post in P.C.C base etc. with following. a) Corner and end posts with M.S angle of size 50mmx50mmx 5mm and length not less than 2500mm only duly slotted and bottom torqued with two numbers as stay posts.. b) Intermediate post with M.S angle of size 40mmx40mmx5mm and length not less than 2500mm only duly slotted and bottom torqued and splayed. c) Stay post with M.S angle of size 35 mmx35mmx5mm and length not less than 2500mm duly slotted and bottom torqued and splayed. All M.S angle iron posts are to be fitted to P.C.C base embedded not less than 600mm (P.C.C. work shall be measured and paid separately).

Supplying, fitting and fixing single/double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts). Note: This item is for gate works only

STATUTORY FEE FOR CO_ORDINATION WITH LOCAL/STATE AUTHORITIES (NOT TO BE QUOTED BY BIDDER)

Deployment & operation of Hydraulic Excavator (Tyre mounted) including supply of necessary fuel & operator for the same, tools and tackles, PPEs etc. for collection of earth, debris / waste materials etc., and loading in the Tipper (The job has to be carried out for minimum 8 hours in a day)

Deployment & operation of Tipper / Dumper (capacity: 18 cum) including supply of necessary fuel & operator for the same, tools and tackles, PPEs etc. for loading of earth, debris / waste materials etc., and unloading for disposal to the designated disposal area as per instruction of Engineer-In-Charge. (The job has to be carried out for minimum 8 hours in a day)

Deployment & operation of Hydra (capacity: 10/11 Tonne ) including supply of necessary fuel & operator for the same, sling, tools and tackles, PPEs etc. for loading / unloading purposes as per instruction of Engineer-In-Charge. (The job has to be carried out for minimum 8 hours in a day)

UNDERGROUND PIPING WORKS : SUPPLY, FABRICATION. TRANSPORATION, UNLOADING, ERECTION, ALIGNMENT, TESTING of PIPING (INTERNAL COATED AND EXTERNAL COATED ABOVE GROUND / UNDERGROUND OFFSITE & INTERCONNECTING PIPING: (Bidder to refer Specification Reference: NR-0ZZZZ-PI-SPE-0001, TP-1ZZZA-CV-SPE-0031, NR-0ZZZZ-CV-SPE-0019 & NR-0ZZZ-CV-SPE-0027) Supply of Carbon Steel Piping (pipes, flanges & fittings) lined/coated at vendor shop itself as per specification, including all testing requirement to be done at shop, transportation of materials from Vendor shop to site, receipt of Materials including providing crane, duly inspected by Thirty Party Inspection Authority (TPIA) inspector at manufacturer's shop , trailer & all necessary equipment, tools and tackles for transportation of all piping items from storage point or from directly Trailer to Contractor's storage /worksite/work shop and storing materials with proper preservation and as per Procedures. Shop fabrication of piping spools of different material specification/grades/types/thickness including cutting of all types, edge preparation (inclusive of grinding the edges of pipe, fittings, flanges so as to match with matching edges of uneven/different thickness wherever required), bending, chamfering for matching the internal diameter, fit up, welding, preheating/post heating wherever required, threading etc. Contractor to follow Strip tagging, colour coding of piping spools and material traceability as per specification.(Including pickup and transportation to worksite from owners' point of issue applicable for free issue materials)

Erection of pipes and pipe spools of all types and thickness connecting with equipment nozzles, supporting, aligning, Trimmed elbow preparation ( actually is trimming the standard angle elbow into reduced angle elbow by cutting the elbow and grinding it and performing end preparation), branch connections including provisions and testing of reinforcement pad, providing tapping for installation and welding of all in-line instruments, filters, traps, restriction orice, spray nozzles, fire fighting equipment as applicable, vent and drains, installation of fittings i.e. elbows, reducers, tees, flanges, blind flanges, spectacle blind flanges, wear pads, earthing cleats, restriction orifices, etc. including fixing of all types of gaskets, bolts and nuts of all sizes, torque tightening as per specification. Laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches with proper scaffolding arrangement. Contractor to field verify the data before tie-in, interfacing and before fabrication & Erection of Piping system. Supply and application of internal coating as per sepcification for field welding joints. Repair of internal & external coating at shop & site works as per specification attached (TP-1ZZZA-CV-SPE-0031, NR-0ZZZZ-CV-SPE-0019 & NR-0ZZZ-CV-SPE-0027) Carrying out non-destructive testing like radiography testing, ultrasonic testing, magnetic particle testing, Dye penetrant testing, PWHT, hardness check etc. as per requirement (Payment of radiography testing/ultrasonic testing/magnetic particle testing/dye penetrant testing and PWHT shall be paid separately as per SOR item rate). Carrying out all testing (holiday testing etc.,) required for internal & external coating as per specification attached (TP-1ZZZA-CV-SPE-0031, NR-0ZZZZ-CV-SPE-0019 & NR-0ZZZ-CV-SPE-0027)

Inch-Meter is size multiplied by running meter. Inch-dia is Nominal pipe size in Inch mutiplied by nuber of joints. Threaded joints are considered under but weld category. Supply, fabrication & erection of piping supports which are normally attached with pipes (like pipe shoes, pads, saddles, U-clamps, guides, hangers, special fabricated supports etc.,) with painting shall be considered as part of piping and shall not be paid separately. Reducers/funnels shall be measured along with piping of lager diameter of pipe.Spool pieces fabricated for temporary use of contractor (for flushing, testing, as replacement of control valves during testing etc.) shall not be measured as part of Piping. Fabrication, fixing/welding of all attachments, earthing cleats, RF pads, wear pads, steam traps, etc. shall be considered part of the work and shall not be measured separately. Vents and drains shall be measured from OD of pipelines and shall be paid at the corresponding unit rates for smaller sizes of pipe.In case of branch piping, the measurement shall be made from outer surface of the main line except in case if equal size branches, in which case measurement shall be made from centreline of the branching header. NOTES: 1) Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the directions of the Engineer- in-Charge. 2) Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, TIG welding is used for root run only. 3) Fixing of sprinkler nozzles (1/2" Threaded connection) is not considered in the "but weld cateogy-Inch dia". To be considered as part of "Supply & Erection of Sprinkler Nozzles", clause C3, Sl.no. 5.6

Supply of Piping Material (Pipes other than free issue by owner, Fittings, Valves etc.)

RAW WATER UNDERGROUND PIPING - CARBON STEEL - INTERNAL EPOXY-COATED AS PER SPECIFICATION NR-0ZZZ-CV-SPE-0019 + EXTERNAL 3LPE COATED AS PER SPECIFICATION NR-0ZZZ-CV-SPE-0027

PIPING CLASS= A3ALU (Refer PMS Doc. No. NR-0ZZZZ-PI-SPE-0001)

PIPE NB 6 Inch

90 ELBOW NB 36

90 ELBOW NB 24 Inch

45 ELBOW NB 36 Inch

ECCENTRIC REDUCER NB 36 Inch X NB 24 Inch

REINFORCEMENT PAD NB 36 Inch X NB 28 Inch- FABRICATION & INSTALLATION

PIPING FABRICATION AND ERECTION WORKS

FABRICATION OF UNDERGROUND PIPING : BUTT WELD (COATED CARBON STEEL PIPING )

NB 36 Inch

NB 28 Inch

NB 24 Inch

NB 6 Inch

ERECTION OF UNDERGROUND PIPING

NB 36 Inch

NB 28 Inch

NB 24 Inch

NB 6 Inch

Radiography (X-RAY or Gamma-Ray)

All works involved in the performance and processing of radiographs, evaluation, administration and reporting in accordance with the specification. Any applicable charges connected with NDE execution in order to obtain work permits, safety control around the radio source and working areas. The rate includes charges for all manpower, consumables and all other items required for the complete execution of the work. Measurement : Inch Dia of Welds whose RT is approved but excluding the inch Dia of additional RT done further to defect identification or Inch Dia of RT done in excess of the required quantities specified

Pipe Size upto 2 INCH Thickness up to 20 mm

Radiography (SELENIUM-75 SOURCE)

All works involved in the performance and processing of radiographs, evaluation, administration and reporting in accordance with the specification. Any applicable charges connected with NDE execution in order to obtain work permits, safety control around the radio source and working areas. The rate includes charges for all manpower, consumables and all other items required for the complete execution of the work.

Pipe Size greater than 2 INCH thickness up to 20 mm

LETTERING & STENCILING WORKS:

Supply of various types of paints, primers, preparation of surfaces by manual, hand tool cleaning, power tool cleaning and application and application of primer and finish paints for equipments surfaces/piping surfaces/insulated cladding sheet surfaces/concrete surfaces, identification (Line numbering/ Equipment name) lettering, stenciling,colour bands, colour coding etc as specified including rubdown and touch up of shop primer wherever required, providing scaffolding at all elevations, various locations, labour, materials, tools & tackles, consumables, safety, PPE's, supervision, etc. to complete the work in all respect as per the Painting Specifications drawings, and direction & full satisfaction of owner's/engineer in charge for all types of uninsulated piping/equipments/buildings/foundations, insulated piping/equipments etc. as specified in the Painting specifications:

Letter size-32 mm

Letter size -50mm

Letter size - 64mm

Letter size -89 mm

Erection of Gate Valve / Check valves / Butterfly valves / Globe Valve / Ball Valve with Spectable blind, end blinds etc.

Erection of valves including transportation from OWNER's Storage point to the Site, erection of valves at site including lifting, placing, installing supports at all levels & locations, leveling, aligning, jointing with Flanges/ Welding/ Threading with the adjoining piping/ piping components, Equipment nozzles, placing of proper gaskets, bolting, connecting the system to the required other system, equipment, pumps etc., as per the Drawings & instructions of Engineer-In-Charge. The erection of valves includes the tighting of glands during commissioning of the system/ Application of grease if required for gear operated valves.

Upto 3" dia

From 4" to 8" dia

ABOVE GROUND PIPING WORK PIPING WORKS FOR INSTALLATION OF NEW 36”, 28" 24" & 4" PIPES

CARBON STEEL PIPING (NON IBR);

FABRICATION

NB 2 INCH - 6 INCH

NB 16 INCH - 24 INCH

NB 26 INCH - 30 INCH

NB 32 INCH AND ABOVE

ERECTION

NB 2 INCH - 6 INCH

NB 16 INCH - 24 INCH

NB 26 INCH - 30 INCH

NB 32 INCH AND ABOVE

VALVES : - Supply,Transportation of all types of valves (including special, control valves & motor operated valves) from Vendor shop to site , Unloading of Materials,Storing of materials at Contractor store with proper handling ,storage of materials at Contractor store with proper preservation (if required till pre-commissioning & as per Engineer -In-Charge instructions) as per procedure / Vendor recommendations and Transportion of materials from Contractor store to works site. Installation of valves for all rating including assembly of valves accessories, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification (PMI) using alloy analysers as per specification, drawings and directions of Engineer-In-charge.

INSTALLATION OF VALVES

NB. 4 INCH - SP item

NB. 24 INCH - Butterfly Valves,,150#

NB. 28 INCH - Butterfly Valves,,150#

PIPE SUPPORTS

PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY CONTRACTOR) : Supply,Design, Fabrication, erection (at all elevations) of pipe supports like shoes, cradles, hangers, clamps, U-Bolts, turn buckles, saddles, guides, special supports, pads, T post, brackets and trunnion supports etc. of all types including supply and application, shot blasting, one coat of primer, intermediate & final paint, all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; and adjustments/alignment during precommissioning, commissioning as per the instructions of Engineer-in-charge. Installation of Spring hangers /sliding plates shall be in contractor's scope .The scope of Works also includes grouting of supports, if required as part of Pipe Supports Works within the quoted price which includes supply of grouting materials also and nothing extra shall be payable in this regard. While fabricating the supporting elements the Contractor will ensure that dimensions shown in the drawings match with the site conditions. Additional supports as necessary with the site condition shall be fabricated and erected in accordance with the Standard. The measurement shall be done in MT of finished support. Wastage shall not be considered. Also unlocking of the Spring / hangers / and /or adjusting of turn buckles etc. during commissioning shall be in the scope of Contractor within the quoted price. The work is to be completed in all respect as per scope of work and specification.

C.S. Supports

PAINTING

Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification ( Line numbering), lettering, stencilling of equipment/piping, colour bands, colour coding, miscellaneous demarcation required as per site engineer such as marking on grade for lines/cable trays/trenches etc. As specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per Job spec. TP-1ZZZA-PI-SPE-0003 drawings and direction of Engineer-in-Charge for all type of uninsulated piping as specified including pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (as specified in Painting spec) shall be done in fabrication yard prior to erection. For insulated piping wherever blast cleaning with no primer application is specified (insulated SS), in such cases finish paints shall also be applied in the fabrication yard. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-charge.

Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydrotesting. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines.

PAINTING OF UNINSULATED CS/ LTCS/ AS PIPING

DESIGN TEMP GROUP: -14 TO 100 (DEG C) Surface preparation: SSPC-SP-10; Primer: 1 coat of FP-6@ 65-75 microns DFT/ coat + 1 coat of FP-3A@ 170 microns DFT/coat; Finish Paint: 1 coat of FP-1 @ 40 microns DFT/coat +1 coat of FP-1 @ 40 microns DFT/coat

NB 4 INCHES

NB 24 INCHES

NB 28 INCHES

NB 36 INCHES

SUPPLY OF FITTINGS, FLANGES & VALVES etc

Complete works of supply of pipes for (below mentioned length), flanges, fittings & valves for Above Ground installation including all taxes, duties (EXCEP GST) transportation and inspection charges but not limited to, the following items in accordance with, relevant specifications & drawings indicated in job specification under this technical documents and instructions of Engineer‐in‐charge and as per all provisions of the CONTRACT.

Handling including lifting, transportation from Contractor Stores to CONTRACTOR's workshop for fabrication and/ or to work site for field fabrication and erection for all piping items supplied by Contractor. The quantities given in below item no. are tentative only and shall not be considered to be binding. The quantities may be increased, decreased or deleted as per the actual site requirement and instructions / recommendations of MPMC /Owner

PIPES

4",Pipes, IS 1239 Part 1, IS 1239 Part 1 Black, Bevelled Ends, ERW Straight Welded,, -, -, -,HVY thickness , With Painting

VALVES

28" Butterfly Valve Flanged Ends, Short Pattern, API 609 Cat.B, -, ASTM A216 Gr.WCB, 150 Lbs, RF, Ends as per ASME B16.47 Series B, -, Concentric Disc, 13Cr Disc, 13Cr Shaft, -, -, -, -, Seats: EPDM Sleeve, -, -, GO, -, -, -, -,

24" Butterfly Valve Wafer Ends, API 609 Cat.A, -, -, ASTM A216 Gr.WCB, 150 Lbs, Lug-type RF, Ends as per ASME B16.5, -, Concentric Disc, 13Cr Disc, 13Cr Shaft, -, -, -, -, Seats: EPDM Sleeve, -, -, GO, -, -, -, -,

ELBOW

36", 45 Degree elbow Long Radius (R=1.5D), Welded + 100% RT, ASME B16.9, ASTM A234 Gr.WPB, BW Ends, -, -,12MM thickness

36", 90 Degree elbow Long Radius (R=1.5D), Welded + 100% RT, ASME B16.9, ASTM A234 Gr.WPB, BW Ends, -, -,12MM thickness

28", 90 Degree elbow Long Radius (R=1.5D), Welded + 100% RT, ASME B16.9, ASTM A234 Gr.WPB, BW Ends, -, -,12MM thickness

24",90 Degree elbow Long Radius (R=1.5D), Welded + 100% RT, ASME B16.9, ASTM A234 Gr.WPB, BW Ends, -, -,10MM thickness

BRANCH CONNECTIONS

36"x4", 12MMx5.4MM, Reinforcing Pad 90 Degree, Prj Std, IS 3589 Gr.330, BE, -,

FLANGE

28" , Weldneck Flange, ASME B16.47 Series B, ASTM A105N, 150 Lbs, RF/BW End, -, -, -,

24" , Weldneck Flange, ASME B16.47 Series B, ASTM A105N, 150 Lbs, RF/BW End, -, -, -,

4", Weldneck Flange, ASME B16.5, ASTM A105N, 150 Lbs, RF/BW End, -, -, -,

BLIND FLANGE

4", Blind Flange, ASME B16.5, ASTM A105N, 150 Lbs, RF, -, -, -,

GASKET

28", Sp. Wound, SS316L+Flexible Graphite, B16.20, 150 Lbs, RF, -, -, -,

24", Sp. Wound, SS316L+Flexible Graphite, B16.20, 150 Lbs, RF, -, -, -,

4", Sp. Wound, SS316L+Flexible Graphite, B16.20, 150 Lbs, RF, -, -, -,

STUD & 2NUTS

Dia 0.625 x 100 _ Stud bolt with 2 heavy hexagonal nuts, Full Length Threaded, ASME B18.2.1/ASME B18.2.2, A193 Gr.B7/A194 Gr.2H, -, -,

Dia 0.75 x 160 _ Stud bolt with 2 heavy hexagonal nuts, Full Length Threaded, ASME B18.2.1/ASME B18.2.2, A193 Gr.B7/A194 Gr.2H, -, -,

Dia 1.25 x 340 (Bolt length need to be verified based on the face to face dimension of Butterfly valve furnished by vendor.) _ Stud bolt with 2 heavy hexagonal nuts, Full Length Threaded, ASME B18.2.1/ASME B18.2.2, A193 Gr.B7/A194 Gr.2H, -, -,

Miscellaneous

4" -SP-4873 (VALVE) - Air release valve for Raw water pipe line, ASTM A216 WCB, 150#, For other details please refer the data sheet 082176C-166-PDS-3230-0003_A1

Enprocon Enterprise Limited

Bridge and Roof Co India Ltd