Civil, Structural and UG Piping Works on a sub-contract basis, in connection with Civil, Structural and UG Works including Piling - PART-B for PDH-PP Plant with Ethane and Propane Storage and Handling Facilities at Dahej, Gujarat

Civil, Structural & UG Works including Piling

Civil, Structural & UG Piping Works” on a sub-contract basis, in connection with ‘Civil, Structural & UG Works including Piling – PART-B for PDH-PP Plant with Ethane and Propane Storage and Handling Facilities at Dahej, Gujarat’.

"NOTE:- THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."

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Notice Inviting e-Tender (eNIT) No : BANDR/HO/51291/CIVIL & STRL. WORK/NIT/ SC/01 Date: 29/12/2025

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (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. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

STRUCTURAL

EARTH W ORK (REFER SPECIFICATION NO. 6-68-0003)

Earthwork excavation in soil

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 4.5m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earthwork excavation in soft rock

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 1.5m and upto & inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 4.5m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

SHORING AND STRUTTING

Providing and installing approved type of "SHORING AND STRUTTING" by open timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

Providing and installing approved type of "SHORING AND STRUTTING" by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

Backfilling after execution of work

Filling Cohesive non-swelling material

Supplying and FILLING W ITH COHESIVE NON-SW ELLING MATERIAL of Specified quality after execution of work to proper grade and level, laying at all depths and height in layers of thickness not exceeding 15cms, watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of maximum laboratory dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.

Earthwork Filling by excavation

EARTHW ORK IN FILLING by excavating the earth from BORROW AREAS arranged by CONTRACTOR for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.

Transporting & Disposing the SURPLUS EARTH AND DEBRIS

Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM 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 directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM 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 directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

"Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction areas to areas ANYW HERE OUTSIDE THE PLANT BOUNDARY, including re-excavating the deposited soil excavated earlier, loading, transportation, 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 directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR. Royalty as applicable for disposal outside plant limits to be borne by the Contractor."

Transportation of ROCK material

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 UPTO the area of disposal ANYW HERE OUTSIDE THE PLANT BOUNDARY including loading, unloading, laying at all depths and heights, stacking, spreading, levelling at an area of disposal as directed. For carting on the basis of Truck Measurements (volume of truck reduced by 50% for voids). DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR. Royalty as applicable for disposal outside plant limits to be borne by the Contractor.

Lowering of water table by well point system

Lowering of water table by well point system as per direction of Engineer-in- Charge.

Earthwork Manual Excavation in SOIL

Earth work in EXCAVATION BY MANUAL MEANS below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION BY MANUAL MEANS below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION BY MANUAL MEANS below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earthwork Manual Excavation in SOFT ROCK

Earth work in EXCAVATION BY MANUAL MEANS below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION BY MANUAL MEANS below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 1.5m and upto & inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION BY MANUAL MEANS below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004)

PCC - Non FIM Items

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE of nominal mix 1:3:6 by mass (1 Cement : 3 Sand : 6 Crushed Stone Aggregates) with 10mm and down size graded crushed stone aggregates below and upto plinth level as SCREED in trenches, floor slabs, sumps, channels, drains etc. for all depths including shuttering, tamping, curing etc. as specified in any shape, level, thickness, position and finishing the top surface smooth etc. all complete as directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE of nominal mix 1:3:6 by mass (1 Cement : 3 Sand : 6 Crushed Stone Aggregates) with 10mm and down size graded crushed stone aggregates above plinth level as SCREED in floor slabs, roofs, chajjas, canopies, gutters etc. for all heights including shuttering, tamping, curing etc. as specified in any shape, level, thickness, position and finishing the top surface smooth etc. all complete as directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Substrutures - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB- STRUCTURE 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 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 required 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. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB- STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., 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 required 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. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Superstructures - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel 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.

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel 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 MORE THAN 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.

RCC Flooring - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20mm and down size graded crushed stone aggregates / gravel in NON- SUSPENDED slabs / pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternate panels to required slopes, all necessary form work and finishing the top surface rough or smooth, including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20mm and down size graded crushed stone aggregates/ gravel in NON- SUSPENDED slabs/pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternate panels to required slopes, all necessary form work and finishing the top surface rough or smooth, including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (excluding the Cost of Reinforcement and Shuttering) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. All materials including cement supplied by the contractor.

Precast Elements - Non FIM Items

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade 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, shuttering 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 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/gravel, each unit beyond 500 kg and upto and inclusive of 1000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering 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 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/gravel, each unit beyond 1000 kg and upto and inclusive of 2000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering 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 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 2000 kg and upto and inclusive of 4000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering 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 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 4000 kg and upto and inclusive of 6000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering 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 ( Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 1000 kg and upto and inclusive of 3000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, 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 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 3000 kg and upto and inclusive of 5000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, 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 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20 mm and down size graded crushed stone aggregates/ gravel, each unit beyond 5000 kg and upto and inclusive of 10000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, 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 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

HYD Bars / MS Bars - Non FIM Items

Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500D TMT conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SW G black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Conc. Encasing - Non FIM Items

Providing and laying Reinforced Cement Concrete of grade M-30 with 20mm and down size graded stone aggregates for ENCASING OF STRUCTURAL STEEL WORK including chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (excluding the cost of Reinforcement and Shuttering) for all heights and depths in any shape, position, and thickness etc. all complete as specified and shown. Cement. All materials supplied by the contractor.

Centering and Shuttering - Non FIM Items

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, 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 specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Providing and fixing CENTERING AND SHUTTERING in superstrctures 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 dowels, anchor bolts or any other fixture 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 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 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 etc. all complete and as specified and directed.

Providing and fixing metal deck sheets of yield stress of 250MPa as permanent support for floor slabs/ roof slabs at various levels for structures such as equipment supporting structures/ pipe racks/ buildings etc., for all heights above plinth level including supply of profiled (trough type) galvanized 2mm thick cold rolled corrugated steel deck panel and accessories of any approved colour, make, conforming to relevant IS/BS/ ASTM codes which will form the part of sacrificial/ left-in shuttering to support the wet concrete without any vertical propping, spanning of sheets between the floor structural framework and fixing with the steel structural/ concrete beams, keeping any other fixtures etc., including supply of all materials to site, laying & fixing, labour, tools & tackles, all consumables, etc., all complete as per the manufacturer's recommendation, specifications and as per the directions of engineer- in-charge.

Expansion joints - Non FIM Items

Supplying and fixing in position 25mm thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

Supplying and fixing in position 50 mm (2X25 mm) thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

Supplying and sealing EXPANSION JOINTS 25 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

Supplying and sealing EXPANSION JOINTS 50 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

Mechanical Rebar Couplers - Non-FIM items

"Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointing high strength deformed steel reinforcement bars of Grade Fe500D (conforming to IS:1786) of dia. upto and inclusive of 25 mm at all levels & locations including testing as per manufacturer's recommendations, adjusting etc. all complete as specified and directed."

"Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointing high strength deformed steel reinforcement bars of Grade Fe500D (conforming to IS:1786) of dia. above 25 mm at all levels & locations including testing as per manufacturer's recommendations, adjusting etc. all complete as specified and directed."

Fixing Re-bars in already cast concrete - Non FIM Items

Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. upto 12 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 16 mm & 20 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 25 mm & 28 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

Self Compacting Concrete- Sub Structure- Non FIM items

Providing and laying SELF COMPACTING CEMENT CONCRETEOF M-30 GRADE confirming to specification no. 6-68-0019 with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE 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 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, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING &SPECIFIED ADMIXTURES not covered in 6-68-0004 & 6-68-0019) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Self Compacting Concrete- Super Structure- Non FIM items

Providing and laying SELF COMPACTING CEMENT CONCRETEOF M-30 GRADE confirming to specification no. 6-68-0019with 20 mm and down size graded crushed stone aggregates/ gravel 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, curing and rendering if required to give a smooth and even surface etc. EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES not covered in 6-68-0004 & 6-68-0019) 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.

Providing and laying SELF COMPACTING CEMENT CONCRETEOF M-30 GRADE confirming to specification no. 6-68-0019with 20 mm and down size graded crushed stone aggregates/ gravel 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, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES not covered in 6-68-0004 & 6-68-0019) FOR ALL HEIGHTS MORE THAN 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.

CONCRETE FOR LIQUID RETAINING/LEAK PROOF STRUCTURES (REFER SPECIFICATION NO.6-68-0005

RCC - Non FIM Items

Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M-30 (minimum Cement content shall be as per EIL Specifications) 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 specified and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.

Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M30 (minimum Cement content shall be as per EIL Specifications) 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, INCLUDING LOW ERING OF W ATER TABLE BY W ELL POINT SYSTEM as per direction of engineer-in- charge, all complete as specified and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.

W ater Proofing Comp. - Non FIM Items

Supplying and mixing of approved brand of integral W ATER PROOFING COMPOUND in cement concrete, cement mortar etc. as per manufacturer's specifications or 1% by weight of cement (whichever is minimum), to make it leak proof/ water tight etc. all complete as specified and directed.

PVC W ater bars - Non FIM Items

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

Separation Layer - NonFIM Item

Supplying and laying separating layer of approved polythylene sheet of mass 1 kg/sqm (minimum) in between base slab and the layer of lean concrete, including cleaning, preparing of surfaces, etc., all complete and as directed by the engineer-in-charge.

STRUCTURAL STEEL W ORKS SPEC NO. 6-68-0006

General Steel W orks - FIM Items

Transporting from storage yard (or any other location as specified by engineer-in-charge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated STRUCTURAL STEEL (of any Grade) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, 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 etc., all complete. ALREADY FABRICATED STRUCTURAL STEEL SHALL (W ITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTOR'S SCOPE.

Transporting from storage yard (or any other location as specified by engineer-in-charge), Storing, Assembling and Erecting in position and testing/ examining, bolted and/ or welded, already Fabricated STRUCTURAL STEEL (of any Grade) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, 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 etc., all complete. ALREADY FABRICATED STRUCTURAL STEEL SHALL (W ITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTOR'S SCOPE.

Modification and testing/ examining bolted and/ or welded STRUCTURAL STEEL W ORKS ALREADY FABRICATED BY OTHERS, including all builtup/ compound sections made out of rolled/ hollow sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, 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, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding etc., all complete as specified and directed. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY FABRICATED STRUCTURAL STEEL) IN CONTRACTOR'S SCOPE.

General Steel W orks - Non FIM Items

Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL W ORKS of Grade E250A / E250BR / E250B0 (confirming to per IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, 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, bolting/ welding of joints, (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 and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL W ORKS of Grade E250A / E250BR / E250B0 (confirming to per IS:2062) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, 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, bolting/ welding of joints, (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 and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Supplying, Fabricating at CONTRACTOR's shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL W ORKS of Grade E250A / E250BR / E250B0 (conforming to IS:2062 at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, 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, bolting/ welding of joints, (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 and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc.. all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Supplying, Fabricating at CONTRACTOR's shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL W ORKS of Grade E250A / E250BR / E250B0 (conforming to IS:2062 at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, 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, bolting/ welding of joints, (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 and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc.. all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL W ORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, 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, bolting/ welding of joints, (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 and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

"Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL W ORKS of Grade E350BR / E350B0 (conforming to IS:2062) at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, 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, bolting/ welding of joints, (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 and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE."

"Supplying, Fabricating at CONTRACTOR's shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL W ORKS of Grade E350BR / E350B0 (conforming to IS:2062 at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, 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, bolting/ welding of joints, (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 and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc.. all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE."

"Supplying, Fabricating at CONTRACTOR's shop outside the plant boundary, transporting fabricated items to site, unloading, storing, erecting in position and testing/ examining , bolted and/ or welded STRUCTURAL STEEL W ORKS of Grade E350BR / E350B0 (conforming to IS:2062 at all locations and levels MORE THAN 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolled sections and/ or plates/ bent plates in all types of structural frameworks, floor beams, stairs, 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, bolting/ welding of joints, (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 and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc.. all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE."

Painting - Non FIM Items

Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 10.2 of Table 10.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 7.2.1 of Table 7.2 of EIL Specification No. 6-79- 0020 (or as per Job Specifications, wherever applicable), for steel structures (excluding ladders, spiral stairways & hand rails) at all location & levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COSTAL) areas considering environmental classification as INDUSTRIAL MARINE. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on Structural steel weight).

Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 8.1 of Table 8.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) for painting over the coat of shop primer & galvanisation already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat, for LADDERS, SPIRAL STAIRW AYS & HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on weight of steel).

Grouting

Supplying & applying Grouting below the bases of structural steel members with Free-flow Non-shrink Cementitious Grout of approved make.

STRUCTURAL STEEL W ORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007)

Yst310 IS 4923

"Supplying, transporting, storing, fabricating, erecting in position & testing/examining at all locations and levels, bolted and/or welded STRUCTURAL STEEL WORKS of all types using ""COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS: 4923, Grade Yst-310 of approved make"" in all type of trusses, purlins, girders, side rails, columns, runners, beams, ties, portals, framework,bracing, brackets, sagrods etc. including all handling straightening/bending if required, cutting to required size & shape, edge preparation, welding & bolting of joints, providing and fixing end caps and plugging holes, fixing in line and level with necessary temporary staging and removal of the same after erection, grouting with Ordinary/ premix free flow Non-Shrink Grout as specified, preparation and submission of detailed fabrication drawings, preparing the exposed surfaces for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS INCLUDING PLATES IN CONTRACTOR'S SCOPE).

Supplying, Fabricating at contractor's workshop outside plant boundary, mock assembly, protective packing after applying primer, transporting fabricated items to site, and testing/ examining bolted and/ or welded STRUCTURAL STEEL W ORKS, USING COLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS:4923, Grade Yst 310 ( Raw material used for these steel shall be hot rolled coil of min Yst=310 MPa) of approved make, including all built-up sections/ compound sections made out of rolled sections and/or plates/ bent plates, in all types of structural frameworks, truss, floor beams, stairs, sag rods, ladders 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, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, including preparation and submission of detailed fabrication drawings, planning location of splices in structural assembly to suit transportation ease and minimum number of joints at site, preparing the surface for painting (SSPC-SP-10), applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79- 0020 (or as per Job Specifications, wherever applicable) after fabrication etc. all complete. Identification of the prefabricated items supplied to site as per design drawings at construction site to facilitate storage/erection by others. SUPPLY OF ALL MATERIAL INCLUDING GALVANIZED NUTS, W ASHER AND BOLTS FOR FIELD BOLTED JOINTS IS IN CONTRACTOR'S SCOPE. (ALL FIELD CONNECTION SHALL BE BOLTED CONNECTION UNLESS OTHERW ISE MENTION IN AFC/ APPROVED FABRICATION DRAW ING).

MISCELLANEOUS STEEL W ORKS SPECIFICATIONS NO. 6-68-0008

Anchor Bolts - Non FIM Items

Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. 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.(SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Metal Inserts - Non FIM Items

Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, 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 the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No.6-79-0020 (or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

GI Pipe Sleeves - Non FIM Items

Supplying, fabricating and fixing in position G.I. 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.

MS Chequered Plates - Non FIM Items

Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed 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, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Grating Cat. A,B - Non FIM Items

Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) and EIL Standard No. 7-65-0206 (in catch basins, drains, 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, fixing with manufacturer's supplied galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Rungs - Non FIM Items

Supplying, fabricating, fixing and keeping in position M.S. RUNGS in R.C.C. works at all depths and heights including handling, transporting the steel to site workshop and site of work, straightening, if required, cutting, bending to shape, necessary tying and welding with reinforcement, adjustment of shuttering, cleaning, surface preparation, shop primer as per EIL Spec. 6-79-0020 (or Job Specification, wherever applicable) and two coats of anticorrosive paint of approved quality on the exposed portion of rungs etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

Hand Railing 1000mm - Non FIM Items

Supplying, fabricating and fixing in position 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 conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), 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 at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, 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 conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), 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).

Hand Railing 500mm - Non FIM Items

Supplying, fabricating and fixing in position at all locations 500mm high HORIZONTAL HAND RAILING (for platforms, 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 conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), 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).

Mechanical Anchor fastners - Non FIM Items

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding,drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed."

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 16mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 20mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed."

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 24mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed."

Chemical Anchor Fastner

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed."

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed."

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed."

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 24mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed."

Threaded bolts for equipment fixing-Non FIM

Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED BOLTS of Grade C property class 4.8 as per IS:1363 (part 2) of all diameters and length including nuts, washers for supporting equipment on steel structure as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading etc. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009)

CLASS 5.0 at all depths -Non FIM Items

Providing and laying BRICK MASONRY W ITH BRICKS OF CLASS 5.0 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 BRICK MASONRY W ITH BRICKS OF CLASS 5.0 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 heights above 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.

HALF BRICK MASONARY with bricks of CLASS 5.0-Non FIM Items

Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.

DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012)

Brickwork - Non FIM Items

Demolishing BRICKW ORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

Demolishing BRICKW ORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

RCC - Non FIM Items

Demolishing RCC W ORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

Demolishing RCC W ORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

Chipping of RCC W ORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

Chipping of RCC W ORK (taking all necessary safety precautions) by CHISELLING, beyond 25mm and upto & inclusive of 50mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

Chipping of RCC W ORK (taking all necessary safety precautions) by CHISELLING, beyond 50mm and upto & inclusive of 100mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

Chipping of RCC W ORK (taking all necessary safety precaution) by CHISELLING for thickness more than 100mm for all depths below plinth level including supply of all tools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting, lapping/welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

Chipping of RCC W ORK (taking all necessary safety precaution) by CHISELLING for thickness more than 100mm for all heights above plinth level including supply of all tools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting, lapping/welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

Cutting/ Dismantling RCC work in pavement, slabs, beams, columns, etc upto a depth of 450 mm by using vibration-less spark-free Diamond Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tackles including diamond saw cutter, disposal of RCC Debris upto lead of 100 m & for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials, all complete as per drawings, specifications and directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT.

Demolishing RCC W ORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps ANYW HERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. Disposal areas outside plant Boundary to be arranged by the contractor. Royalty as applicable for disposal outside plant limits to be borne by the Contractor. (Excavation & backfilling shall be paid separately under relevant items).

Demolishing RCC W ORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps ANYW HERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. Disposal areas outside plant Boundary to be arranged by the contractor. Royalty as applicable for disposal outside plant limits to be borne by the Contractor. (Excavation & backfilling shall be paid separately under relevant items).

Pockets - Non FIM Items

Making POCKETS/HOLES of sizes upto & inclusive of 200 x200x500mm in RCC/PCC works (taking all necessary safety precautions) by chiselling/drilling, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed.

PCC _ Non FIM Items

Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps ANYW HERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. Disposal areas outside plant Boundary to be arranged by the contractor. Royalty as applicable for disposal outside plant limits to be borne by the Contractor. (Excavation & backfilling shall be paid separately under relevant items).

Steelwork - Non FIM Items

Dismantling bolted/rivetted/welded STRUCTURAL STEEL W ORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed.

AC / GI Sheets - Non FIM Items

Dismantling GI/asbestos/translucent sheets, ridges, gutters etc. (taking all necessary safety precautions) in roofings and wall claddings, including supply of all tools & tackles, necessary scaffolding, consumables, cutting (by flame or saw) of fixing hooks, transporting and stacking the serviceable materials, cleaning the site and disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete for all levels, as specified and directed.

MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013)

Antitermite - Non FIM Items

Providing and injecting approved chemical emulsions as specified for pre-constructional ANTI-TERMITE TREATMENT and creating a chemical barrier under and around column pits, wall trenches, basement excavations, top surfaces of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. all complete as specified and directed. (Plinth area of the building at ground floor only shall be measured).

Cutting RCC Piles - Non FIM Items

Cutting the heads of R.C.C. piles of diameter upto 600mm and a length not exceeding 1500mm including exposing/ cleaning, bending of the reinforcement, making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified & directed. (Excavation; if any, to be measured separately under respective item).

Cutting the heads of R.C.C. piles of diameter upto 600mm and a length more than 1500 mm but not exceeding 3000mm including exposing/ cleaning, bending of the reinforcement, making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified & directed. (Excavation; if any, to be measured separately under respective item).

Cutting the heads of RCC piles of diameter upto 600 mm and a length more than 3000 mm but not exceeding 4500 mm including exposing/ cleaning, bending of the reinforcement, making site clean for casting of pile cap and removal of debris to the spoil heaps within the plant boundary etc. all complete as specified & directed. (Excavation; if any, to be measured separately under respective item).

Building pile heads - Non FIM Items

Providing and building up pile heads of diameter upto 600mm in RCC of grade M30 with 20mm and down size graded crushed stone aggregates/ gravel including all shuttering but excluding the cost of reinforcement (to be measured under respective item) all complete as directed.

Sand Filling - Non FIM Items

Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 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 .

DPC - Non FIM Items

Providing and laying 40mm thick DAMP PROOF COURSE with plain cement concrete of nominal mix of 1:1.5:3 with 10mm & down size graded crushed stone aggregates in two layers of 20mm thick with two coats of hot bitumen (Grade A90/S90 conforming to IS:73) applied @ 1.7 Kg/sq.m. over each layer as per specifications including cleaning, watering the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling an even layer of dry & sharp sand over the hot bitumen etc. all complete as specified and directed.

BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE

Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturer's specification for protection of reinforcement against corrosion. Supply of admixture in Contractor's scope.

Anti-fungal/ Anti-corrosive/ Coaltar-epoxy coating - Non-FIM Items

Supplying and applying anti fungal paint including a coat of primer after surface preparation including storage, degreasing, cleaning, drying providing temporary staging, Scaffolding, testing etc. on all concrete surfaces in Substructure as specified in Job Specification. (Supply of all materials in contractor's scope.)

Supply and Applying Anti-carbonation paint including a coat of primer after surface preparing including storage, degreasing, drying providing temporary staging, scaffolding, testing etc. on all concrete surfaces in superstructure as per Job specification, wherever applicable.

Curing Compound - Non FIM Items

Supplying, Storing, Providing necessary arrangement for access & Applying water based, solvent free white pigmented Curing Compound on all concrete surfaces as per manufacturer s specifications, complying to ASTM C309, Type-2, Class-B and tested as per ASTM C156 and ASTM E1347.

EPOXY RESIN INJECTION SYSTEM (SPECIFICATION NO.6-68-0054)

Nipples & Resins - Non FIM items

Providing and fixing nipples for INJECTION OF EPOXY RESIN in cracks on vertical/horizontal/inclined surfaces for all type of concrete structures at all depths and heights, including cleaning and preparing the surfaces, making of V-grooves, sealing with surface sealants, cutting and removal of nipples, plugging, necessary working platforms, scaffolding, props removal of same after completion of work etc. complete as specified and directed.

Providing and injecting approved EPOXY RESIN (prepared as per manufacturer's recommendation) through nipples already provided on vertical/ horizontal/inclined surfaces for all types of concrete structure at all depths and heights including cleaning of cracks by blowing compressed air, making surface smooth and flush with the surrounding surfaces etc. complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items).

BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056)

Epoxy Resin - non FIM Items

Providing and applying approved EPOXY RESIN (prepared as per manufacturer's recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items).

CONCRETE BLOCK MASONRY (REFER SPECIFICATION NO. 6-68-0016)

Autoclaved Aerated Cement Block - Non-FIM Item

Providing and laying Autoclaved Aerated (Cellular) Concrete (AAC) block masonry of Grade1 with minimum compressive strength of 5.0MPa confirming to IS 2185 (Part 3), in thin-bed mortar as per ASTM C1660 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, providing bond beam of 80mm depth in minimum concrete grade M15, with 2 Nos. 6mm dia HYSD TMT bars longitudinally and 6mm dia links @150mm C/C as reinforcement at every fifth course, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

SAFETY (REFER EIL SPECIFICATION)

Safety Structures - Non FIM Items

Covering of existing openings in buildings with 6 mm thick MS chequered plates by stitch welding (12 mm @ 500 mm centres) to the existing steel framework and in case existing MS framework is not available, by providing necessary anchor fastner (Mechanical) in concrete/ brick wall etc., including cutting, grinding edges, hoisting, fixing in position all complete as per the directions of Engineer-in-Charge. Rate is inclusive of supply of all materials and consumables.

Providing and fixing double scaffolding system of any height made with 40 mm dia MS tube 1.5 m centre to centre, horizontal & vertical tubes joining with MS tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform/ staircase etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen etc., all complete as per directions and approval of Engineer-in-charge. (Height shall be measured from Floor/ platform from where scaffolding is erected) including providing Aluminium ladders for safe acess of workers.

Providing of steel scaffold stair tower system with minimum 800 mm wide flights, landings at every 1.5 to 2.0 m height, handrailing around flights and landings for safe access upto a height of 12.0 m, all complete including supply of all materials, tools & tackles, manpower etc., at the location directed by Engineer-in-Charge on monthly rental basis. Rental charges shall be payable after completion of erection of the system and acceptance by the Engineer-in-Charge. Rates shall also be inclusive of dismantling of the system and taking out all materials from the project permises as directed by the Engineer-in-Charge. Rate quoted shall be for Running Meter (Height) per month.

Supply of Safety Personnel

Supply of HSE personnel SAFETY STEW ARD over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

Supply of HSE personnel SAFETY SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

Supply of HSE personnel SAFETY OFFICER over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

Supply of HSE personnel HOUSE-KEEPING SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

CIVIL, STRUCTURE AND ARCHITECTURE

W ATER PROOFING

Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.

Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.

GENERAL CIVIL

ROADS & FLEXIBLE PAVEMENT (UPTO W BM/W MM LAYER)

Earthwork in filling for all heights and depths for any lead within the complex boundary limit for road embankments, shoulders or any other place as directed to proper levels, slopes, grades and camber with available excavated soil deposited earlier anywhere within the complex boundary limit including consolidating the exposed natural soil to 95% of max. laboratory dry density as per IS:2720 Part-VIII, re- excavating the deposited soil excavated earlier, including clearing and stripping as per specifications, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., breaking clods, spreading in layers not exceeding 20 cm loose thickness, watering, ramming and compacting with power roller to give at least 95% of max. laboratory dry density as per IS:2720 Part-VIII including providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. complete (the lead for the above mentioned operations shall be within the boundary limit of plant) including disposal of unserviceable material beyond the plant boundary limit as per drawings, specifications and directions of Engineer-in-Charge. (Disposal areas to be arranged by the contractor)

CONCRETE PAVEMENTS

Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, etc. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

For RCC of M-30 grade concrete (all materials including cement but excluding cost of providing & fixing reinforcement and joint sealing shall be supplied by the contractor).

Supplying and laying of 150 micron thick HM HDPE (Grade-I) FILM lining conforming to IS 10889 below concrete pavements, Hard stand, at any other place etc. including royalties, taxes, handling, transportation, unloading, storage, joining etc. all complete as per drawings, manufacturer's specifications and directions of Engineer-in-charge.

Supply of all materials and Construction of DRY LEAN CEMENT CONCRETE SUB-BASE (7 days compressive strength of 10.0 MPa) with 26.5mm and down size aggregate including cement , water, and approved additives on a prepared sub-grade, mixed in batching plant, transported to site, for all leads & lifts, laid, compacted, finished and cured etc. complete as per IRC:SP:49 (Guidelines for the use of Dry Lean Concrete as Sub-Base), drawings, standards, specifications and directions of Engineer-in-charge.

Providing 20mm wide Expansion Joints in pavement slabs as per standard/ drawing including cleaning the joints of all loose material, filling with 20mm thick impregnated fibre boards for the full depth of slab except for 25mm depth from top and sealing the top 25mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

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).

For type-II pavement (Upto and inclusive of thickness of 150 mm)

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

Providing joints in pavements and around foundations as per standard/ drawing including cleaning the joints of all loose materials and sealing with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. complete as per drawings, specifications and directions of Engineer-in-Charge for.

Construction joints 20mm wide x 25mm deep.

Sealing joint around pedestal and column etc. 20mm wide x 200 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

Sealing joint around pedestal and column etc. 20mm wide x 150 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

Sealing joint around pedestal and column etc. 20mm wide x 300 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. complete as per drawings, specifications and directions of Engineer-in-Charge for.

Sealing joint around precast cover etc. 10mm wide and for full depth of slab (upto and inclusive of 300 mm) including filling with clean sand for the full depth of slab except for 10mm depth from top and sealing the top 10mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. complete as per drawings, specifications and directions of Engineer-in- Charge for.

Supply of forged/ cast fittings

Supplying the following forged fittings and flanges, conforming to piping material specifications of tender documents and delivering the same to Owner's stores/workspot etc. all complete as per the directions of Engineer-in- Charge.

Flanges, complete with nuts, bolts, gasket etc., for following Nominal Sizes and Piping Material Class

Dia. 1 Inch Pipe Class J2A

Dia. 2 Inch Pipe Class J92A

Dia. 3 Inch Pipe Class J92A

Dia. 4 Inch Pipe Class J92A

Dia. 6 Inch Pipe Class J92A

Dia. 8 Inch Pipe Class J92A

Dia. 10 Inch Pipe Class J92A

Dia. 12 Inch Pipe Class J92A

Dia. 16 Inch Pipe Class J92A

Supply and installation of valves

Supply and installation of screwed valves as per piping material specification including fixing in position with threaded connections complete as per drawings, specifications and directions of Engineer-in-charge.

Globe valve for following nominal sizes and piping material class

Dia 2 Inch Piping Material Class J2A

MISC. CIVIL AND STRUCTURAL W ORKS FOR U/G PIPING AND OTHER CIVIL W ORKS

Supplying and fixing in position medium/ heavy duty CI manhole frame with lugs and cover conforming to IS-1726 including breaking of brick masonry or concrete surface to receive frame with lugs and making good the same with CM 1:3 including applying two coats of anticorrosive paint inclusive of all labours and materials etc. complete

circular size 500 mm dia. Medium duty of grade MD-10

circular size 560 mm dia. Heavy duty of grade HD-20

Providing cement mortar grouting on brick masonry / RCC wall for filling free space between pipe body and masonry wall/concrete wall with 1:2 (1 cement: 2 sand) mortar including packing, consolidating, curing, finishing, etc. complete as per drawings specifications and directions of Engineer-in-Charge.

All materials including cement supplied by the Contractor.

Providing and laying plain cement concrete of Nominal Mix 1:5:10 with 20mm and down size graded stone aggregates for all depths below and upto plinth level in foundations, manholes, pipe sleepers, culverts, pipe beds, pipe encasements or any other place, including tamping, ramming vibrating, curing all as specified in any shape, position, thickness and finishing the top surface rough or smooth, etc. all complete as per drawings, specifications and direction of Engineer-in- Charge. (Excluding the cost of shuttering)

All materials including cement supplied by the Contractor.

Supplying, fabricating and fixing in position in RCC or brick masonry walls MS rungs made out of 20mm dia. reinforcement bar of grade Fe500 TMT bar conforming to IS: 1786 .Including laying or welding to keep in proper position etc. complete as per drawings, specifications and instructions of Engineer-in- Charge.

Supply of all materials, fabrication and erection in position, funnels, clean outs, plugs, flame arrester in vent pipe, bird mesh in vent pipe etc. including the cost of cutting, bolting/welding, painting with two coats of chlorinated rubber zinc phosphate primer @ 40µ DFT per coat and finish painting consisting of 2 coats of chlorinated rubber paint @ 40µ DFT per coat, etc. complete as per drawings, specifications and direction of Engineer-in-Charge.

Supplying, construction , testing & commissioning of RCC Neutralisation pit concrete , providing lean concrete 1:5:10 (1 cement : 5 sand : 10 aggregate) at bottom of Neutralisation pit and PCC 1:2:4 at Finished Grade Level, rungs, lime fill, acid proof lining, chequered plate with lifting hooks, grouting in 1:2 cement mortar(1 cement :2 sand ), painting with bitumen primer and Epoxy paint, grouting between pipe and pit wall in 1:2 cement mortar (1 cement : 2 sand), reinforcement steel including straightening, cleaning, cutting, bending, keeping in proper position, centering, shuttering etc. including earth work in excavation in all types of soil except soft rock and hard rock, backfilling & disposal of surplus earth for all leads within the complex limit etc. complete as per standards, drawings, specifications and directions of Engineer-in-charge.

All material including cement supplied by the Contractor For following grade of concrete.

grade of concrete M30

PLUMBING AND BUILDING DRAINAGE

Providing and fixing approved stone ware 100mmx100mm dia. gully trap as per EIL Std. no.7-65-0214 including grating with CI frame and cover 400mmx400mm including brick masonry (brick class shall be as mentioned below) chamber in 1:4 cement mortar( 1 cement: 4 sand) on M-20 grade cement concrete foundation, plastered inside and outside surfaces with 1:3 cement mortar (1 cement: 3 sand) with 13mm average thickness including providing and fixing light duty CI frame and cover, painting CI frame and cover with two coats of chlorinated rubber zinc phosphate primer @ 40µ DFT per coat and finish painting consists of two coats of chlorinated rubber paint @40µ DFT per coat, earth work in excavation, backfilling, removal of surplus earth, benching with M-20 grade cement concrete and rendering smooth with a neat coat of cement slurry etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

All materials including cement supplied by contractor and following brick Class

Brick Class 5

Supplying, laying and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes above ground. Pipes shall conform to IS:15801; SDR 7.4 U V stabilized & antimicrobial fusion welded, having thermal stability for hot & cold water supply, including supply and fixing of all PP-R plain & brass threaded polypropylene random fittings, PP-R Male adopters, including fixing in floors, walls, supporting on columns, sleepers, embedding, jointing, including bends, elbows, tees, reducers, sockets, unions and other specials, supplying and fixing with hooks/clamps in wooden plugs, cutting pipes to required lengths, making connections, cutting chases or holes in walls & making good the same, testing etc all complete as per drawings, manufacturer specifications and directions of Engineer-in- Charge. For the following Nominal Bore (NB) pipe:

Nominal Dia. 32 mm

Nominal Dia. 75 mm

Nominal Dia. 20 mm

Nominal Dia. 25 mm

Nominal Dia. 50 mm

Nominal Dia. 40 mm

Nominal Dia. 90 mm

Supplying, laying and jointing of above ground approved quality UPVC pipes to be used for ventilating and rain water application inside buildings confirming to IS:13592 (Type-A) and fittings confirming to IS: 14735 with all necessary specials such as bends, Y junction, T junction (both single and double) plugs, coupler, adapter, shoes, vent cowls etc. including solvent welded jointing and testing as per IS: 7634 (Part-3), cutting floors/walls and making good the same after fixing including supply and fixing hooks/ clamps etc. complete as per drawings, specifications and directions of Engineer-in-Charge. For the following Nominal Bore (NB) pipe:

Nominal Dia. 110 mm

Supplying, laying and jointing of underground approved quality UPVC pipes to be used for soil and waste discharge application inside buildings confirming to IS:13592 (Type-B) and fittings confirming to IS: 14735 with all necessary specials such as bends, Y junction, T junction (both single and double), plugs, coupler, adapter etc. including solvent welded jointing and testing as per IS: 7634 (Part-3), cutting in floors, earth work in excavation, encasing the pipe in 50mm thick PCC M20, backfilling and disposal of surplus earth / debris to demarcated area anywhere within plant complex limit etc. complete as per drawings, specifications and directions of Engineer-in-Complete. For the following Nominal Bore (NB) pipe:

(All materials including cement supplied by contractor)

Nominal Dia. 75 mm

Nominal Dia. 90 mm

Nominal Dia. 110 mm

Supplying and fixing approved quality UPVC Floor Trap with CP pressed steel grating as per IS: 14735 including cutting floors and making good the same, etc., making inlet and outlet connections, etc. complete for 100mm inlet and 75mm outlet as per drawings, specifications and directions of Engineer-in-Charge.

Supplying and fixing approved quality UPVC Floor Trap with CP pressed steel grating as per IS: 14735 including cutting floors and making good the same, etc., making inlet and outlet connections, etc. complete for 100mm inlet and 90mm outlet as per drawings, specifications and directions of Engineer-in-Charge.

Preparation of internal building plumbing and sanitary piping layouts for building as per National Building Code/ Relevant IS codes and getting the same approved by Owner/ PMC.

Building Name extruder control room

ACID/ALKALI RESISTING LINING W ITH BITUMEN MASTIC

Supplying & laying acid/alkali proof lining with bitumen mastic on cement plaster surfaces/masonry/RCC surfaces including supply of all materials, application, finishing, testing, etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

ACID RESISTING BRICK/ TILE LINING

Supply and laying of acid resisting brick lining 230mm x 115mm x 64mm thick class-I bricks conforming to IS:4860, applying 3mm/6mm silicate mortar/ rasin mortar as per IS:4832 part I/ part II on cement plaster surfaces /masonry/ RCC surfaces including applying one coat of bitumen primer, 19mm thick bitumen mastic and any other materials, finishing, curing, testing including supply of all materials etc. complete as per drawings specifications and directions of Engineer- in-charge.

Modification W orks

MODIFICATION AND EXTRA W ORKS ( IF ANY ) Cuting,bevelling,fitup,welding of different sizes of CS piping of all thicknesses in shop ,in position, on ground and at all elevations, transportation of pipes,fittings,flanges etc. from owner's storage point to work site/workshop,making necessary scaffolding, consumables, machinery, tools,tackles,labour and supervision including attending to repairs for completing the work as per instructions of Engineer -in - charge

Flame cutting CS piping

Hacksaw cutting CS piping

Beveling CS piping

Fit-up and welding CS piping

NDT Testing

DYE PENETRATION / MAGNETIC PARTICLE TEST Performing of magnetic particle test or dye penetration test including supply of all necessary materials, equipment and labour for carrying out the work as per specs. and direction of Engineer-in -charge

DP TEST LENGTH(BW &SW )

MAGNETIC PARTICLE TEST

RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractor's fault and for additional radiography necessitated due to poor performance of contractor's welders shall be done at contractor's cost) Note: Unit for radiography quantity is 'Nos of circumferential weld joints'.

FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)

Nominal Dia. 3 Inch

Nominal Dia. 4 Inch

Nominal Dia. 6 Inch

Nominal Dia. 2 Inch

Nominal Dia. 16 Inch

FOR JOINTS THK. > 8 (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)

Nominal Dia. 8 Inch

Nominal Dia. 12 Inch

Nominal Dia. 10 Inch

Nominal Dia. 14 Inch

Installation of Valve

Transportation of all kind of valves( including special and motor operated valves) from owner's storage point to contractor's store/ work site and installation of valves for all rating including assembly of valve accessories, if any, fixing of gaskets, bolts/ nuts etc. complete as per specifications drawings and direction of Engineer-in-charge including returning all unused/ surplus material to owner's storage point (valves along with accessories shall be supplied by owner as free issue material)

Flanged/ W afer Valves

Nominal Dia. 6 Inch

Nominal Dia. 8 Inch

Nominal Dia. 1 Inch

Nominal Dia. 4 Inch

Nominal Dia. 12 Inch

Nominal Dia. 10 Inch

Nominal Dia. 2 Inch

Nominal Dia. 3 Inch

Nominal Dia. .75 Inch

Nominal Dia. 16 Inch

Nominal Dia. 1.5 Inch

Dismantling works

Removal of 3LPE coating

Removal of 3LPE coating of the pipe by scratching/ scrubbing/ any other suitable means including supply of all tools, tackles including inspection etc. complete as per specification and directions of Engineer-in-Charge.

Painting of A/G pipes and valves

Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding 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 painting specification, drawings and direction of Engineer-in-Charge for all types of un insulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. 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 hydro testing. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines.

Painting of uninsulated surfaces for ' Industrial marine ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following pipe sizes

Nominal Dia. 1 Inch

Nominal Dia. 12 Inch

Nominal Dia. 4 Inch

Nominal Dia. 3 Inch

Nominal Dia. 6 Inch

Nominal Dia. 16 Inch

Nominal Dia. 8 Inch

Nominal Dia. 2 Inch

Nominal Dia. 10 Inch

Nominal Dia. .75 Inch

Nominal Dia. 1.5 Inch

Painting of uninsulated surfaces for ' Industrial marine ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following valve sizes

Dia. Of Valve 1 Inch

Dia. Of Valve 12 Inch

Dia. Of Valve 4 Inch

Dia. Of Valve 6 Inch

Dia. Of Valve 3 Inch

Dia. Of Valve 8 Inch

Dia. Of Valve 16 Inch

Dia. Of Valve 2 Inch

Dia. Of Valve 10 Inch

Dia. Of Valve .75 Inch

Dia. Of Valve 1.5 Inch

Fabrication and Erection of piping (underground)

Carbon Steel Piping (Non IBR), Thickness <=10 mm

Fabrication, For the following nominal sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

NB 8 inch - 14 inch

NB 16 inch - 24 inch

Erection including corrosion protection coating of field joints, for W ater System (Pressure Piping), For following Nominal Sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

NB 8 inch - 14 inch

NB 16 inch - 24 inch

Erection including corrosion protection coating of field joints, for W aste W ater Collection System (Gravity Flow), for following Nominal Sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

NB 8 inch - 14 inch

NB 16 inch - 24 inch

For depth of excavation for pipe trench, saddle etc. beyond 3.0m and upto 4.5m

Extra Over respective underground piping erection items but for supplying sand, unloading, transportation etc. complete. (The efforts for backfilling shall be paid under respective underground piping erection item.) (The rate quoted shall include all royalties, taxes, right-of-way etc.)

Supply, fabrication and Erection of piping(underground)

Supply and Laying of U/G PPR pipe for W ater Services

Nominal Dia. 50 mm

Nominal Dia. 75 mm

Nominal Dia. 90 mm

W ater System Galvanised Pressure Piping (Under Ground) (Screwed)

Nominal Dia 1 Inch Piping class J2A

Nominal Dia 2 Inch Piping class J92A

Nominal Dia 3 Inch Piping class J92A

Nominal Dia 4 Inch Piping class J92A

W ater System Galvanised Pressure Piping (Under Ground) (W elded)

Nominal Dia 6 Inch Piping class J92A

Nominal Dia 8 Inch Piping class J92A

Nominal Dia 10 Inch Piping class J92A

Nominal Dia 12 Inch Piping class J92A

Nominal Dia 16 Inch Piping class J92A

Under Ground Sewer System - HDPE Pipe

Nominal Dia. 80 mm Pressure Rating(Kg/Cm2) 2.5

UNDERGROUND SEW ER SYSTEM - RCC PIPES

Dia. (Internal) 100 mm Pipe Class NP2

Fabrication and Erection of piping (Above ground)

PIPING (ABOVE GROUND): Transportation of all piping items from owner's storage point to work site/workshop, fabrication including cutting, edge preparation (including grinding the edges of pipe, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required), fitup, bending, preheating wherever required, welding, threading, and laying of pipes of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connecting with equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified, draining, drying by compressed air completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job) as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material)

Carbon Steel Piping (Non IBR), Thickness <=10 mm

Fabrication, For the following nominal sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

NB 8 inch -14 inch

NB 16 inch -24 inch

Erection , for W ater System (Pressure Piping), For following Nominal Sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

NB 8 inch -14 inch

NB 16 inch -24 inch

Supply, fabrication and Erection of piping (Above ground)

Fire water spray/ sprinkler/ detection system G.I. PIPING A/G (Screwed)

Supplying and laying ABOVE GROUND mild steel galvanized pipes for Fire water spray system/ sprinkler system/ detection system as per piping material

Dia. 1 Inch PMS J2A

Dia. 2 Inch PMS J92A

Dia. 3 Inch PMS J92A

Dia. 4 Inch PMS J92A

Drinking water G.I. PIPING (ABOVE GROUND)

Supplying and laying ABOVE GROUND mild steel galvanized pipes for drinking water system as per piping material specification, including supply and installation of reducing tees, fittings, elbows, nipples, Teflon tapes, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on technological structures etc. including joining of pipes and fittings with threaded/ flanged connections etc. hydrostatic testing of the piping including supply of necessary fittings etc. and pipe supports complete as per data sheets, specifications, drawings and instructions of Engineer-in-charge.(Pipe shall be insulated. S/I of insulation shall be under separate SOR)

Dia. 2 Inch PMS J2A

Dia. 3 Inch PMS J2A

Fire water spray/ sprinkler/ detection system G.I. PIPING A/G (W elded)

Supplying and laying ABOVE GROUND mild steel galvanized pipes for Fire water spray system/ sprinkler system/ detection system as per piping material specification including supply of reducing tees, fittings, elbows, nipples, Teflon tapes, white lead etc., cutting the pipes to required lengths, welding, applying zinc silicate coating on welded joints, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on equipments, pumps etc. including joining of pipes and fittings with welded/flanged connections, including installation of spray nozzles, Quartzoid bulb detectors, restriction orifice, flanges, break-up flanges, gaskets and bolts, hydrostatic testing of the piping including supply of necessary fittings etc. complete as per specifications, drawings and instructions of Engineer-in-charge.(Spray nozzles, restriction orifice, flanges and break-up flanges shall be paid separately under separate SOR/ shall be given as free issue to the contractor.). For following nominal sizes and piping material class.

Nominal Dia. 6 Inch Piping Material Class J92A

Nominal Dia. 8 Inch Piping Material Class J92A

Nominal Dia. 10 Inch Piping Material Class J92A

Nominal Dia. 12 Inch Piping Material Class J92A

Nominal Dia. 16 Inch Piping Material Class J92A

3LPE coating

Repairing of the 3LPE coating of the pipe by Coating of pipe and fittings with Liquid epoxy coating (EP) as per DIN EN 10289, Class C, Type 3 including supply of coating material, inspection and testing for the coating as per specification and directions of Engineer-in-Charge.

Coating of pipe and fittings with Liquid epoxy coating (EP) as per DIN EN 10289, Class C, Type 3 at site including supply of coating material, inspection and testing for the coating as per specification and directions of Engineer-in-Charge

Recycling of Construction and Demolition waste

Processing of the available dismantled concrete material within the complex and producing RA/ RCA (Recycled Aggregates/ Recycled Concrete Aggregates) of size 75 mm and down including crushing & screening the material by mechanical means for various aggregate sizes and stacking the same at designated location anywhere within the complex limit for all lifts as per the specifications including supply of all labour, tools, tackles, machinery, materials etc. including taking all safety measures, the work shall also include segregating the reinforcement/ metal inserts, straightening, scrapping, cleaning and stacking the same at designated location anywhere within the complex, providing dust suppression system including providing all labours, machinery and materials etc. complete including taking all necessary approvals as per specification and directions of Engineer-in-Charge. Payment shall be made per Metric Tonnes (MT) of RA/ RCA (RA/ RCA of graded size varying from 75 mm to 20 mm as per specification) generated and stacked at site. Contractor to submit the processing & screening plan to Engineer-in-Charge and take approval prior to the start of work. No payment shall be made for any recycled material generated having sizes below 20 mm, however, the same shall also be stacked at a designated location anywhere within the complex as per the directions of Engineer-in-Charge.

Carrying out the Aggregate Impact Value Test for aggregates as per IS 2386 Part-4 in a BIS approved/ NABL accredited lab including taking the sample from the site, getting the test done at the lab and obtaining the results from the lab, submitting the test report, all complete as per the direction of Engineer-In-Charge.

Supply of all materials and Construction of DRY LEAN CEMENT CONCRETE SUB-BASE (7 days compressive strength of 10.0 MPa) with 26.5mm and down size aggregate, dismantled brick masonry RA/RCA, including ordinary portland cement 43 Grade, water, and approved additives on a prepared sub-grade, mixed in batching plant, transported to site, for all leads & lifts, laid, compacted, finished and cured etc. complete as per IRC:SP:49 (Guidelines for the use of Dry Lean Concrete as Sub-Base), drawings, standards, specifications and directions of Engineer-in-charge. (Processed dismantled brick masonry RA/RCA, 26.5mm and down size, shall be provided free of cost by the owner anywhere within complex limit. 30% brick masonry RA/RCA shall to be mixed with natural aggregate)

Miscellaneous Items

Miscellaneous

25mm dia

40mm dia

50mm dia.

65mm dia

80mm dia.

Supplying, installing, testing and commissioning of approved make electrically operated solenoid valve with level controllers to be fixed in the OHT. The cost of valve shall also include necessary level switches, wiring upto control panel at terrace level, control panel, etc., all complete.

25mm dia

40mm dia.

50mm dia

65mm dia

Supply and installation on terrace/ staging, circular drinking water tank, of polyethylene with PUF insulation for temperature control, material conforming to BIS codes including supply and installation of all fittings, cover with suitable locking arrangement, making necessary holes for inlet, outlet and overflow connection and vent pipe etc. and the base supports for tank including supply of all necessary material all complete as per specifications and directions of Engineer-in- charge. For following capacities

Capacity 500 Litre

ARCHITECTURE

FLOOR FINISHING

Providing and laying average 25mm cement concrete flooring in panels consisting of base course of 1:2:4 grade cement concrete (6mm down size stone aggregate) laid over sub-base of cement concrete and finishing with a layer of floating coat of neat cement slurry @ 2.75kg. of cement per Sq. M. of area including cleaning the sub-base surface, applying neat cement slurry @ 2.75 kg of cement per Sq. M. of area over the sub- base to receive the base course, compacting, tamping, trowelling, finishing, curing, providing, shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

25mm thk. cement concrete flooring. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

50mm thick heavy duty flooring

Providing and laying average 50mm thick heavy duty flooring in panels consisting of base course of 35mm thick cement concrete (1 cement : 1.5 coarse sand : 3.5 stone aggregates of 10mm to 6mm size by volume) laid over sub-base and 15mm thick finishing layer consisting of cement and integral hardening compound mixed in ratio of 4 cement :1 hardenar (by weight) :2 stone agrgregates of 6mm and down size laid integral with base course and finished smooth including cleaning the sub-base surface, applying neat cement slurry @2.75 Kg of cement per Sq.M of area over sub-base to receive the base course, levelling, tamping, trowelling, finishing, curing, providing shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Providing and laying 125mm high cement plaster skirting with 1:3 cement mortar (1 cement : 3 coarse sand by volume) finished with a floating coat of neat cement slurry @ 2.75kg. of cement per Sq.M of area including rounding of junctions with floor, preparing the wall surface, making recess in the wall, finishing, curing etc. all complete.

18mm thick. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Panel dividers in flooring/dado

P.V.C. panel dividers ( 3mm x 20mm size.)

P.V.C. panel dividers ( 3mm x 35mm size.)

Providing and laying machine cut chissel dressed kota stone slab of approved shade in floor tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.M of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.M of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete.

25mm thick kota stone slab (with tolerance +_2mm for thickness, +_2mm for length/ breadth) in floor, landing tread over average 15mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

18mm thick kota stone slab in riser, dado, skirting over average12mm thick cement mortar1:3(1 cement:3 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Extra for providing round nosing by machine cutting of the slab.

Providing and laying tiles in flooring , dado, skirting etc. in approved colour, design and pattern, laid over and including a coating of approved adhesive as per manufacturers specifications, flush pointing of joints of tiles with cement paste/ grouting with white cement and pigment (conforming to IS:2114, Table-1, matching the shade of tiles) finishing, cleaning etc. all complete.

Ceramic, matt finished non-slip type tiles of approved make and shade(s) in approved design/ pattern including cleaning the finished surface with oxalic acid, wax polishing etc. for size 300mm x 300mm x 8mm (+5%) thick tiles for flooring.

Ceramic, matt/ glazed/ semi-glazed finished tiles of approved make & shade(s) in approved design/ pattern including cleaning the finished surface with oxalic acid, wax polishing etc. for size 300mm x 450mm x 8.5mm thick (minimum) tiles

Providing and applying pigmented (approved shade) chemical and abrasion resistant, solvent based self levelling floor coating based on epoxy resin with amine curing agents, in 2 coats @ 125 gms/sq.m. (min.)per coat by brush or spraying over a levelling screed (min. 3mm thick) of a 3 part solvent free combination of epoxy resin, amine hardeners and graded chemically inert aggregate filler, laid over a coat of 2-part epoxy resin primer applied over existing flooring etc. all as per manufacturer's specifications.

Providing and applying pigmented (approved shade) chemical and abrasion resistant, solvent based coating (on dado/wall) of epoxy resin with amine curing agents, in 2 coats @ 125 gms/sq.m. (min.) per coat by brush over plastering/ concrete surfaces including surface preparation, curing etc. all as per manufacturer's specification.

Providing and laying minimum 18mm thick approved premium quality and shade polished granite stone slabs in flooring, counters, treads, risers, skirting, dado etc. over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 kg. of cement per sq. mtr. of area to receive the mortar bed, jointing each slab with neat cement paste/ grout with white cement maixed with pigment (conforming to IS:2114, Table-1) to match the colour of the granite stone slabs, finishing etc. all complete.

Granite stone slabs in flooring, counters, treads etc.(perfectly levelled) over and including a bed of cement mortar 1:4 (1 cement: 4 coarse sand by volume) CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST

Granite stone slabs in risers, skirting, dado etc. over and including a bed of cement mortar 1:3 (1 cement: 3 coarse sand by volume) CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Extra for round nosing/ moulded edges (as per approved design) to Granite stone slabs.

Extra over marble/ kota stone flooring/ skirting/ dado items for providing mirror polishing (in place of normal polishing) by grinding machine (suitable for mirror polishing) comprising of multiple grindings up to 6 nos. with carborundum stone (in descending order of hardness of grinding stone), one no. grinding with Italian grinding stone and one no. grinding with foam buffer set and polishing with Teno-oxide granite powder etc. all complete to give a smooth and mirror-like shining surface.

Providing and laying anti slip (rough)Granite stone slabs, of thickness minimum 25mm, in flooring, landing, tread, ramps over minimum 20mm thick cement mortor1:4 (1 cement :4 course sand by volume) over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 kg. of cement per sq. mtr. of area to receive the mortar bed, jointing each slab with neat cement paste/ grout with white cement mixed with pigment (conforming to IS:2114, Table-1) to match the colour of the granite stone slabs, finishing etc. all complete.

Cement supplied by the Contractor at there cost

Providing 3 nos. of 3mm grooves at spacing of 30mm in Kota/ Marble/ granite stone laid in stairs¿ treads/ landings all complete as per the direction of Engineer- In-Charge. (Single measurement shall be considered for 3 parallel grooves)

W OOD W ORK

W ooden frames of doors, windows, ventilators Providing and fixing wooden frames of doors, windows, ventilators including cutting, shaping, jointing, applying a coat of bituminous paint on concealed surface, wood primer on exposed surface, fixing in masonry/RCC by means of 300mm x 25mm x 6mm thick M.S. hold fasts screwed to frame @ 600mm max vertically and grouted with M-15 grade concrete in min. 350mm x 100mm x 100mm sized hole made in masonry/96mm long, 12mm dia M.S. dash fastener, painting with two coats of approved shade and make (ICI or equivalent) synthetic enamel paint over approved quality primer coat, finishing etc. all complete.

W ooden frames with second class teak wood conforming to IS : 4021.

35mm thick block board flush shutter Providing and fixing Factory made, overall 35mm thick block board flush shutter consisting of solid core block board bonded with phenol phormaldehyde synthetic resin conforming to IS : 848 and faced on both faces with commercial type plywood/teakwood veneering/ lamination bonded with phenol formaldehyde synthetic resin conforming to IS : 848, including providing and fixing second class teakwood perimeter beading fixed by means of approved quality neoprene based adhesive and nailing @ 300 mm max.. painting exposed surface with two coats of approved shade and make synthetic enamel paint over approved quality primer coat, providing and fixing 125mm long M.S. butt hinges [for each shutter (vertical spacing not exceeding 600mm)] including fixing with door frame, finishing etc. all conforming to IS : 2202.

Door shutter faced with 1mm thick approved quality lamination of approved shade/brand.

Providing and fixing in position following items including all necessary fixtures, fittings, finishing etc. all complete.

Approved make pressure die cast zinc alloy, chromium plated door handle. 300 mm long.

Approved quality 3mm thick plastic kick/push plate fixed with brass screws.

Approved quality anodized aluminium tower bolts conforming to IS-204 in Bronze colour, 150 x 10mm.

Approved quality 75mm long aluminium toilet door latch with vacant/occupied indicator.

STEEL/AL./GLAZED/FULLY GLASS/PVC DOORS,W INDOW S & VENTILATORS

S/F M.S. rolling shutters Supplying and fixing M.S. rolling shutters, conforming to IS : 6248 including providing all accessories like shutter (constructed with inter locking lath sections formed out of cold rolled steel strips 0.9mm thick, 80mm wide and 1.25mm thick, 80mm wide respectively for shutter width upto 3.5M and above 3.5M), jointless M.S. channel section for guide (min. 3.15mm thick), M.S. girders, pressed bottom rails, shutter suspension stud shaft with pully and cage, top rolling springs, locking arrangement etc. as per approved manufacturers drawings including painting with two coats approved make & shade and synthetic enamel paint over a coat of approved quality red oxide zinc chromate primer, making good of all damaged surfaces etc. all complete.

Motor operated rolling shutter as per approved Manufacturer's design & drawing for rolling shutters for width upto 3.5 metre with all necessary electricals like motor, switching panels, switches, cables, wires etc. as required for smooth functioning of the shutter

PVC Doors Providing and fixing in position plastic doors (with door frames), of UV stabilized compounds of PVC ('Sintex' or approved equivalent), consisting of 53x 60mm L- shaped door frame (BLR53 of 'sintex' or equivalent), 33x47mm shutter frame (DW UF 306 of 'sintex' or equivalent), 30mm thick infill panel slats, complete as per manufacturer's specifications and recommendations, including all fittings, fasteners, fixtures, sealing periphery with polymeric sealant etc all complete.

Pressed steel sheet door shutter Providing and fixing pressed steel sheet door shutter made of 18 SW G galvanized pressed steel sheet bent to form hollow box of 40 mm overall thickness; and consisting of/ including: (i) 3 mm thick MS flat all along perimeter (ii) Packing the shutter with mineral wool (48 kg/cum) without gap (iii) Strengthening with 18 SW G GI vertical stiffeners @200 c/c (iv) 3 mm thick MS pad plates welded inside at required locations for fixing of hardware etc. (v) Fixing to door frame by 100 mm long SS 304 grade heavy duty ball bearing hinge @600 c/c maximum (vi) Hardware and vision panel as required. (vii) Grinding and smoothening of welding, cleaning, finishing (synthetic enamel painting/ polyurethane (PU) coating/ electrostatic powder coating), making true alignments and surfaces etc. all complete. Notes: 1. Reference shall be made to EIL standard nos. 7-75-0070, 7-75-0071 Only the net shutter(s) area shall be measured for payment

Single shutter painted with Electrostatic powder coating with following hardware: (i) Over head hydraulic door closer (heavy duty). (ii) SS 304 grade 16 mm dia 250mm long aldrop on both sides of shutter. (iii) Spring loaded heavy duty door stopper (iv) SS 304 grade 19 mm dia.200 mm long handle on both side of shutter. (v) 10 mm dia SS 304 tower bolt (250mm long for 2100mm height & 600mm long for 2500mm height)

Double shutter painted with Electrostatic powder coating with following hardware: (i) Over head hydraulic door closer (heavy duty). (ii) SS 304 grade 16 mm dia 300mm long aldrop on both sides of shutter. (iii) Spring loaded heavy duty door stopper. (iv) SS 304 grade 19 mm dia.200 mm long handle on both side of shutter. (v) 10 mm dia SS 304 tower bolt ( 250mm long for 2100mm height & 600mm long for 2500mm height) (vi) 2mm thick 25mmx 25mm GI angles (vertical) welded to each shutter at the meeting point of double shutter.

Aluminium work for doors, windows, ventilators and partition Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

For fixed portion of aluminium doors, windows, ventilators and partitions made from Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators made from Powder coated aluminium (minimum thickness of powder coating 50 micron) including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Filling gaps of size upto 5mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete

Providing and fixing 255 X 19 mm adjustable friction window stays of approved quality made from Stainless Steel (SS 304 grade) with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-charge complete.

Providing and fixing 355 X 19 mm adjustable friction window stays of approved quality made from Stainless Steel (SS 304 grade) with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-charge complete.

Providing and fixing Powder coated aluminium (minimum thickness of powder coating - 50 micron) tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc complete as per direction of Engineer-in-Charge.

Providing and fixing aluminium tower bolts of size 100mm x 10mm , ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 )transparent or dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing toughened glass panes of 6.0 mm thickness in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item)

P/F pressed steel door and window frames Providing and fixing pressed steel door and window frames of size (assorted size out of) Overall 125mm x 60mm section, of required profile conforming to IS: 4351, made of 16 SW G pressed steel including/ consisting of: i)3 mm thick MS flat spacers welded to frame @ 500mm c/c and at holdfast locations. ii)Filling the hollow frame section with concrete. iii)MS angle (20mmx20mmx3mm) horizontal tie member below floor finish. iv)MS holdfasts (200mmx25mmx6mm) welded to spacers. v)Fixing to masonry (by grouting the holdfasts with M-15 grade concrete in minimum 250mm x 100mm x 100mm sized hole)/ fixing to RCC (by minimum 100mm long, 12 mm dia metallic counter sunk anchor fasteners) vi)MS pad plates (40mm x 150mm x 3mm) & GI mortar guard welded to frame at hinge and other hardware locations. vii)Metering of joints between horizontal and vertical members, grinding and smoothening of welding, cleaning of frame surface, finishing (synthetic enamel painting/ electrostatic powder coating/ polyurethane (PU) coating), making true alignments and surfaces etc. all complete. Notes: 1)Reference shall be made to EIL standard nos. 7-75- 0070, 7-75-0071 2)Cumulative length of all horizontal and vertical frame members shall be measured for payment.

Frames painted with Electrostatic Powder coating.

Extra for box type transoms & mullions

PLASTERING & POINTING

Providing plain cement plaster in cement mortar (1 cement:4/6 fine sand by volume) on masonry, PCC/ RCC including preperation of base, finishing, curing etc; also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.

Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 18mm thick 1:6 (1 cement : 6 sand) Cement supplied by the Contractor at their cost.

Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 15mm thick 1:4 (1 cement : 4 sand) Cement supplied by the Contractor at their cost.

Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 12mm thick 1:4 (1 cement : 4 sand) Cement supplied by the Contractor at their cost.

Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight. Average 6mm thick 1:4 (1 cement : 4 sand) Average 6mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Providing 20mm x 10mm Grooves in plastering in perfect straight line, plumb and uniform size throughout including finishing etc. all complete.

ROOFING TREATMENT

PCC 1:2:4 over concrete surfaces Providing and laying cement concrete (1 cement : 2 coarse sand : 4 aggregate) over concrete surfaces, laid to slope at all heights including, finishing, curing, tamping etc. all

Cement supplied by the Contractor at their cost.

Cinder Concrete (1:10) Providing and laying Cinder Concrete (1 cement : 10 cinder of 48mm size and down grade) in all sunk areas finished with 12mm thick plain cement plaster (1 cement : 6 coarse sand by volume) including consolidating, finishing, curing, maintaining slope etc. all complete.

Cement supplied by the contractor at their cost

Polyurethane (PU) waterproof coating Providing and applying polyether based polyurethane (PU) waterproof coating consisting of 2 components (resin + hardener) in four coats consisting of a primer adhesion coat and three sealing coats applied by brush evenly to perfect level @ min.160 gm/sq.M per coat over R.C.C. slab including sprinkling the last coat of P.U. with a layer of clean sand (300 micron) and laying min. 50mm thk. PCC (1 cement :2 coarse sand :4 aggregate) over the fully cured coating in panels of max. 1.2M x 1.2M with 24 SW G chicken wiremesh finished smooth and sealing joints between panels with Polysulphide sealant as per approved manufacturers spec. and including preparing the base surface (levelling, cleaning, filling up cracks with thin paste of Polyurethane filling compound) providing fillets of 75mm radius with PCC (1 cement : 2 coarse sand : 4 aggregate) at junctions of horizontal and vertical surfaces, continuing the water proofing on vertical face to a minimum ht. of 150mm over finished roof surface, terminating it in continuous groove of 10mm x 20mm and filling with polyurethane sealent putty, continuing the treatment into rain water outlets by , providing 450mm x 450mm khuras at all outlets, levelled down by min. 25mm, finishing all complete.

Cement supplied by the Contractor at their cost.

P/L A.P.P. modified reinforced bituminous memb. waterproofing Providing and laying 4mm thick A.P.P (atactic polypropelene) modified reinforced bituminous waterproofing membrane over terrace and parapet including cleaning and preperation of the surface consisting of making good all the cracks and damages, filling potholes/ depressions, removing weak foam concrete/ plaster and refilling with same wherever required thus preparing smooth surface of the terrace; providing and applying one coat of cold applied bitumen based primer @ 0.2 to 0.4 litre per sq. mtr.; laying the membrane by torch welding over primer, providing 100mm overlaps and appropriately pressing the membrane to remove any entrapped air, including fixing on parapet after providing 10mm x 20mm continuous groove in parapet for terminating the membrane and filling the groove with polyurethane sealant and continuing this treatment at rain water outlet points; providing finishing protective layer of 35 mm thk. P.C.C. (1:2:4) in panels of maximum size 1200mm x 1200mm chequered finish with 24 SW G chicken wiremesh interposed in between finished smooth with joints between panels sealed with suitable polyurethane sealant; providing fillets of 75 mm radius with P.C.C. (1:2:4) at junctions of horizontal and vertical surfaces finished smooth; providing 450mm x 450mm khuras (rain water collecting pits) in 1:2:4 cement concrete at all outlets, levelled down by min. 25mm, finishing, curing etc. all complete as per approved manufacturer's standard specifications and recommendations.

Cement supplied by the contractor at their cost

W HITEW ASHING, PAINTING & POLISHING

Providing and applying textured wall coating system consisting of twin pack fine grade silica granules/ dry flakes made of special grade of china clay/ granite type flakes of `Heritage' or equivalent in approved shade and texture; mixed in-situ with 100% acrylic polymer bonding agent; applied over plastered surfaces; the granules/ flakes etc., bonding material, mixing, method of application surface preperation etc. all shall be as per manufacturer's recommendations and specifications.

Providing and applying textured granular type wall coating.

Providing and applying min 2 mm thick white cement and polymer based wall putty (JK W all care/ Birla Putty/ SARA or approved equivalent) over plastered surfaces (masonry wall/ RCC) and smoothening the surface with sand paper etc., preparation of surface etc. all complete as per the approved manufacturer's recommendations and directions of Engineer-in-charge.

ROOFING

Providing and fixing 40mm x 6mm M.S. flat wind ties over sheeting with anticorrosive polymer coated G.I. nuts, bolts, polymer cap, seal and thrust washers of approved make iincluding painting with two coats of synthetic enamel paint of approved make over a coat of approved quality red oxide zinc chromate primer etc.all complete.

Providing and fixing rain water pipes with M.S. holder clamps including fixing/embedding into masonry/concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete.

160mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details.

160mm dia O.D. Size. embedded PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details

Providing and laying in position approved quality profiled, precoated, steel sheets (for roofing, cladding etc.) made from cold rolled high tensile Zincalume/ Galvalume Steel of 550 MPA yield stress conforming to IS:513, IS:15961 and ASTM AS: 1397; the substrate shall be hot dip metallic coating of aluminium- zinc alloy (150 grams per sq. mtr. Total on both sides, coating class AZ150); the bottom unexposed surface shall be provided with alkyd backer of minimum 5 microns over a 5 micron coat of primer; top exposed surface shall have SDP (Super Durable Polyester) paint system MINIMUM 20 microns in approved shade applied over 5 microns primer; overall coated thickness of sheets not less than 0.52 mm having base metal thickness of minimum 0.45mm (negative tolerance not acceptable), profile depth not less than 28mm and pitch of 195 to 255mm; including cutting, mitering, laps, providing cutouts for fixing accessories, necessary fastners (approved quality anti corrosive polyester polymer coated, rivets, nuts, bolts, self drilling screws/ fasteners with integral washers and EPDM seals, and nylon colour caps and natural cure type joint sealants etc.) All complete as per approved manufacturer's specifications. Note: The steel sheet shall have brand marking of coated steel manufacturer (product details, date, mfg name, etc) on back side at regular interval confirming genuinity of the material.

Providing and laying in position roofing and cladding accessories like ridge piece, corner piece, north light curve piece, apron piece, gutter, flashing etc. fabricated out of 0.5mm precoated Zincalume/ Galvalume Steel steel sheets of same material/ quality etc. as that of sheeting; bent and profiled to match with the roofing and cladding, including all cutting, fabrication, rivetting, fastners etc. all complete.

Polycarbonate sheets roofing/ cladding Providing and fixing in position (for roofing and cladding) machine made 2mm thick corrugated polycarbonate sheets (conforming to IS :14434, 14443) of approved manufacturer (in approved shade) extruded from polycarbonate resin, having profiles as approved/ matching exactly with the surrounding pre-coated roofing/ cladding sheets and having following properties: (a) Specific gravity 1.2 g/ cm3 (b) Hardness 119 M Scale (c) Tensile Strength 64 Mpa (d) Compressive strength 66Mpa (e) Impact Strength 900 J/m The item includes fixing to steel structure members (truss/ purlins)/ brick masonry walls by means of polymer coated 'J' or 'L' hooks, bolts, nuts 8mm dia G.I. bitumen washers etc. all complete as per approved manufacturer's recommendations and specifications.

SANITARY FITTINGS & FIXTURES

Providing and fixing white glazed ceramic, flat back half stall type Urinals of 610mm x 400mm x 380mm size conforming to IS:2556 Part-VI including automatic glazed Earthenware cistern for every one 15mm dia CP brass cistern outlet 750mm long,32mm dia GI waste pipe with brass union,CP brass bottle trap,CP brass spreader,tee,distribution pipe etc.,MS brackets for cistern, painting of all exposed mettalic surface with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved quality red oxide zinc chromate, making inlet and outlet connections, fixing with C.P. brass screws, finishing etc. all complete.

One urinal.(with 5 litre capacity cistern)

Glass Shelf

Providing and fixing 600mm x 120mm x 4mm thick Glass shelf of approved quality with CP brass bracket and guard rails including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc.all complete.

Towel Rail

Providing and fixing approved quality chromium plated brass towel rail of 20mm dia, 600mm length and 1.25mm thickness including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

Soap Container

Providing and fixing approved quality chromium plated liquid soap container including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same,finishing etc. all complete.

Providing and fixing Heavy grade Bib cocks/ stop cocks of spring loaded self closing type conforming to IS : 781 including making connections, cutting walls and making good the same etc. all complete.

15mm dia CP Brass stop cock.

15mm dia CP Brass bib cock.

Toilet Paper Holder

Providing and fixing CP Brass Toilet paper holder of approved make with CP brass brackets including fixing to wall with wooden cleats, CP brass screws,cutting walls and making good the same, finishing etc. all complete.

Providing and fixing in position round/ oval shaped counter Hand W ash Basin with anti-splash rims, conforming to IS:2556 Part IV, to fit in exactly and neatly in the cutout in the marble/ granite stone finished R.C.C counter; one 15mm dia CP brass pillar cock, rubber plug with C.P. brass chain, 32mm C.P. waste fitting of standard pattern type with 32mm dia G.I. pipe, C.P. brass bottle trap, cutting walls, counter etc. and making good the same, also including providing cut out in marble/ granite slab counter top (and R.C.C underneath) of exact size and shape for wash basin to fit in neatly and perfectly; making all connections, finishing etc. all complete. (Marble/ Granite counter top shall be paid seperately under relevant item of `Floor Finishing')

Providing round/ oval shaped counter W ash Basin of glazed chinaware in approved colour.

round edged mirror of 6mm thick

Providing and fixing round edged mirror of 6mm thick float glass with 6mm thick waterproof marine ply backing and rounded/ beveled edging, fixed on wall with wooden cleats and CP brass screws including cutting walls/ tiles, making good the same, finishing etc. all complete.

CP Brass hand shower

Providing and fixing CP Brass hand shower (health Faucet, of Jaquar or approved equivalent ) with 8 mm Dia, 1 metre long PVC Tube and W all hook in approved colour and finish with all necessary fittings etc. all complete.

white glazed Earthen ware double trap, syphonic pattern wall mounted (European type) wc

"Providing and fixing white glazed Earthen ware double trap, syphonic pattern wall mounted (European type) water closet conforming to IS: 2556 Part 16 including white plastic solid seat and cover conforming to IS : 2548, CP brass hinges and rubber buffers, CP brass 40mm dia flush pipe,15 mm dia, ball valve, painting of all exposed metalic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved quality red oxide zinc chromate, cutting walls, floors and making good of same, making inlet and outlet connections, finishing etc. all complete.

C.P. brass wall mount Lavatory faucet mixer for wash basin

Providing, fixing, testing and commissioning C.P. brass wall mount Lavatory faucet mixer for wash basin of following make or approved equivalent 15 mm nominal bore, all complete as per standard design, specifications and direction of Engineer-in-charge.

Providing and Fixing Concealed Flushing Cistern Size 550X95X500mm with dual flush Actuator, flush-stop function, noise less float valve and fast filling action with all component parts of high quality complete including frame for concealed cistern etc. all complete as per the instructions of the engineer-incharge.

Providing and Fixing of Flushing plate with dual knobs chrome Finish in desired shape and size for Concealed Flushing Cistern including all tools, tackles etc., all complete as per the instructions of engineer-in-charge.

FALSE CEILING, FALSE FLOORING, UNDERDECK INSULATION, PARTITIONING

Providing and fixing Mineral Fibre Tile false ceiling consisting of A. 600mm x 600mm x 15mm thick Mineral Fibre Acoustical tiles with durable tegular edging having noise reduction coefficient (NRC) value of min. 0.50, light reflectance value of min. 80%,thermal conductivity (K) value of 0.052-0.057 w/m deg.C and fire performance conforming to class-I as per BS-476,back of the tiles being provided with one coat of protective coating. B. Suspension system consisting of hot dipped galvanised steel main runners @ max. 1200mm c/c ( 0.33mm thk.,"T"shaped, 24mm x 38mm size with single rotary stiching), cross runners ( 0.25mm thk.,"T" shaped with double rotary stiching, 24mm x 30mm size, 1200mm long and 24mm x 25mm size, 600mm long ), perimeter sections ( 0.45mm thick,22mm x 22mm size) including suspending the system by means of 4mm dia MS wire,6mm thk. MS cleat of 25mm x 25mm size, dash fasteners and level adjustors, providing 30 micron powder coating to exposed metallic members, providing slit openings for fixing supply/return air grill, lighting fixtures, AC ducts etc. all complete.

W ith fine granulated surface tiles (Acoustical punchers (10mm deep) = 24000sm)

Providing and fixing partition/ panelling boards over MS framework as per desired pattern including providing cut-outs for fixing wall fixtures, conduits etc. all complete.

12.5mm thick Gypsum board panels in partition (conforming to IS : 2095, having thermal conductivity of 0.16w/mk, thermal resistance of 0.085sq.m k/w, categorised as Class-1, when tested to BS 476 Part-7) painted and screw fixed to the GI framework with 12.5mm dia dry wall screws @ 230mm c/c, including finishing the joints in the board flush with fillers, to give a smooth, seamless joints, cleaning of surfaces, fixing etc. the panels being fixed on both sides of frame work including providing and fixing Gypsum boards along the exposed edges of frame work and painting the boards with aproved shade plastic emulsion paint conforming to IS:5411.

12.5mm thick Gypsum board panels in panelling (conforming to IS : 2095, having thermal conductivity of 0.16w/mk, thermal resistance of 0.085sq.m k/w, categorised as Class-1, when tested to BS 476 Part-7) painted and screw fixed to the GI framework with 12.5mm dia dry wall screws @ 230mm c/c, including finishing the joints in the board flush with fillers, to give a smooth, seamless joints, cleaning of surfaces, fixing etc. the panels being fixed on one side of framework only and painted with approved shade plastic emulsion paint conforming to IS:5411.

5.5mm thick toughened glass panels ( conforming to IS :5437) in partitions with putty, 12mm x 10mm second T.W beading on Teak W ood frame (50mm x partition depth) fixed to MS frame work in the partition including adjustment of partition members, finishing etc. all complete.

underdeck insulation consisting of rigid Polyisocyanurate foam (PIR) slabs

Providing and fixing in position underdeck insulation consisting of rigid Polyisocyanurate foam (PIR) slabs of size 1000 x 500mm and thickness of 30mm (covered on one side with glass fibre tissue/ Aluminium foil having 50mm overlap) conforming to IS:12436 having density not less than 32 kg./ Cu. M., thermal conductivity (K- value) not more than 0.023 w/mk measured at 10 deg. C; classified as 'Class I' for surface spread of flame as per BS 476, part 7; fixed to R.C.C. slab by hot blow grade bitumen of 85/25 grade or cold adhesive CPRX applied over a coat of bituminous primer @ 0.5 Litres/ Sq.M. applied to bare R.C.C. surface and to the two surface of each PIR panel and pressed in position (while the bitumen is still tacky) with the help of G.I. screws (No. 8 x 75mm long) fixed into rawl plugs (holes in R.C.C. for the rawl plugs shall be drilled prior to applying coat of bituminous primer) of size 8 x 25mm inserted (5 nos. for each slab- One each at 4 corners and one at center) and G.I washers 25mm dia; including covering the overlaps with approved quality sealing compound (MAS-94 or equivalent); chicken wire mesh 24G x 19mm shall then be fixed to G.I screws and tightened with lacing wire; including preparation of surface consisting of cleaning R.C.C surface of all dust, dirt and loose particles by wire brushing; etc. all complete as per approved manufacturer's standard specifications and recommendations.

Providing and installing/ fixing in position 600mm-1000mm high truly levelled and aligned cavity/ false flooring system having load bearing capacity of uniformly distributed load of minimum 2025 kg/ sq.m. and point load of 675 Kg., the system consisting of: (i) Sub-structure/ pedestal assembly (designed for speedy assembly/ removal for relocation/ maintenance) of zinc electro plated steel comprising of: a. 90mm x 90mm x 4mm embossed pedestal head attachment mechanically riveted to a 90mm long, minimum 19mm dia threaded bright M.S. rod stud with check nuts for level adjustment (for upto 25mm) and arresting vertical movement, anti-vibrational PVC cap (for panel and stringer location), b. CRCA (Electrical resistant welded) Pedestal of 32mm dia (OD), 2mm thick pipe mechanically reduced to four ribs at top to accommodate head assembly, mechanically locked to maintain true plumb welded to pedestal base plate. c. Pedestal Base plate 150mm x 150mm x 4mm thick (with stiffening folds) fixed/ anchored to main concrete floor @ 600mm c/c both ways (for installing flooring tiles) by means of adhesive or fastener as recommended by Manufacturer. (ii) Stringers of minimum sectional size 20mm x 32mm x 1.2mm made of hot dip galvanized steel cold rolled construction with ribs embossed on 3 sides (designed for strength, lateral stability, rolling loads and to support panels on all four sides for alignment), having counter sunk holes at both ends for fixing to pedestal head assembly with M6 machine screws. (iii) Removable and re-usable Floor panels of size 600mm x 600mm made of all steel welded construction (cleaned, degreased and phosphated with 11 tank process, finished with 40-60 micron epoxy coating (and, heated to achieve adhesion to the panel surface and corrosion resistance) with bottom surface consisting of multiple hemispherical and reverse cones and top plain sheet (fuse welded at 129 locations) to form an enclosed panel of an overall depth 37mm; the inner empty core of the panel injected with light weight fire retardant, non-combustible cementitious compound (at high pressure to fill all crevices of the panel), each panel finished on top with 2mm thick fire retardant floor grade high pressure laminate/ 2mm thick anti-static PVC tiles in approved design/ shade/ texture; fixed to flooring panel by means of approved adhesive; the edges of the finished panels provided with conductive PVC edge trim 5mm wide on all sides (mechanically locked and sealed in place). The item includes: i) Providing and fixing all accessories like screws, bolts, adhesive etc. as per manufacturer's specifications. ii) Making necessary adjustment in grid dimensions, stringer lengths, floor panel dimensions etc. at ends or centre (to cater to specific room sizes) or at panels locations, as required. iii) Cutting of floor panels as required at ends. iv) Treating the underneath cement concrete floor with one component polyurethane floor coating etc. all complete. v) Providing additional steel structural supports/ pedestal assembly at edges, cut outs etc. as required. vi) Providing all necessary accessories such as outlet boxes, grommets, Panel lifters (at least one for each building) as required etc. all complete.

False flooring panels with minimum 10mm thick polished mirror or mat finished vitrified tiles in approved design/ shade/ texture.

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomme-nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer¿s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:

12.5 mm thick tapered edge gypsum fire resistant board conforming to IS: 2095- Part I

12.5 mm thick tapered edge gypsum moisture resistant board

MISCELLANEOUS ITEMS

Providing and laying plinth protection with Bldg. drain as per EIL STD. No. 7-75-0065 consisting of

Plinth protection of PCC (1:3:6) laid over rammed earth to slope and trowel finished. Cement supplied by the Contractor at their cost.

Extra for providing 600mm long MS grating drain cover as per EIL STD No. 7-75-0065 made of 40mm x 6mm M.S. flat framework with 40mm x 6mm MS flats welded @ 35mm c/c including providing & fixing 50mm x 50mm x 6mm M.S. angle frame fixed to concrete portion of the drain.

50mm dia GI pipe spouts

Providing and fixing in position 50mm dia GI pipe spouts to slope for drainage of canopy, chajja etc., including puncturing the masonry /RCC and grouting with M-15 grade concrete, finishing etc. all complete.

1000 mm high satin finish stainless steel (SS 304 grade) tubular railing

Supplying, assembling and installing 1000 mm high satin finish stainless steel (SS 304 grade) tubular railing of approved design in staircases, ramps, around floor cut outs etc. consisting of: 1. 50mm dia SS pipe top handrail 2. 32 mm dia SS pipe balusters (at every third step for staircase, @ maximum 1200mm c/c for ramp, floor cutouts) 3. 3 nos minimum 18mm dia SS pipe intermediate handrails. Including: 1. Fixing balusters to floor with 4 nos bolts änd 8mm thick, 100mm dia SS base plate & SS cap/collar. 2. Fixing top handrail to the balusters with 12mm dia SS bar connector & 6mm thick SS saddle plate. 3. Fixing intermediate handrails to the balusters with 12mm dia SS bar connector. 4. All end caps, decorative caps over balustrades,necessary bending, welding, polishing of all welded joints (Length of top handrail shall be measured for payment).

CLADDING,FACADES ETC.

Providing and erecting/ fixing/ installing in position aluminium composite panels system (for external application) of 'Alucobond'/ 'Eurobond'/ 'Reynobond' or approved equivalent comprising of aluminium framework consisting of 40mm x 40mm x 4mm thick x 100mm long aluminium angle cleats (bracket) suitably spaced and placed to comply to design/ elevation/ colour pattern etc. and fixed to masonry/ RCC column/ beam of the building by means of M8 x 65mm long G.I Anchor bolts, aluminium continuous vertical angle 40mm x 40mm x 4mm fixed/ bolted to angle cleats by means of M8 x 25mm long nut and bolt arrangement, suitable horizontal aluminium angle horizontal members as required; cladding panels 4mm thick (overall thickness) made of high quality extrusion grade LDPE/ LLDPE core material (3mm thick) sandwiched between 0.5mm thick aluminium foil (on either side) made of aluminium alloy 1100-H18 or approved equivalent and finished with minimum 35 micron (5 micron primer and 25 micron top coat) thermoplastic PVDF layer 'Kynar 500' (minimum 70%) and polyester coating in approved shade; all complete including providing approved silicon sealant at all joints, necessary accessories like backing rods, aluminium pop rivets, bolts, screws, corner pieces etc. as required for the completion of the work as per the approved manufacturer's specifications and recommendations, cleaning, finishing etc., all complete.

Fire rated Doors/ W indows and Partitions

Fire rated Single Steel door with panic bar Providing and fixing 2 hours fire rated, single shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt etc. including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

Fire rated Double Steel door with panic bar Providing and fixing 2 hours fire rated, double shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

Fire rated glazed partition Providing and fixing 2 hours fire rated, glazed partition of desired design consisting of steel frame, insulation and transparent glass and glazing beading, matrix mineral boards, intumescent putty, fire resistant acrylic sealant etc. all complete including preparing fabrication/ installation drawings including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

MISCELLANEOUS ITEMS

Aluminium louvered window/ventilator of minimum 2mm thick, overall 75mm wide approved shade electrostatically powder coated Aluminium sheet louvers fixed @ 50mm, bend to shape including providing minimum 3mm Aluminium sheet side members for framing the louvers including fixing the louver-frame to window/ ventilator frame, providing all accessories etc. all complete, all members (louvers, louver frame, window/ventilator frame etc.) being of Aluminium and of similar electrostatically powder coating finish.

Supply, Installation, Testing and Commissioning of Horizontal Type Industrial Grade Air-Curtain with removable washable filter (warranty in the name of Owner) suitable for air-conditioned premises to be installed on the wall above Doors of desired width upto 3.0m along with necessary supporting arrangement including mounting bracket and fasteners etc., as per the following specifications: Power supply of 230 V AC, 50Hz, housing made up of durable Stainless steel (SS), Sound level not more than 68 dB when measured at 1m from source, having air discharge velocity of minimum 10 m/sec and air flow rate more than 1200m3/hr, equipped with overload protection, two speed control motor (copper winding) with operation of speed control by external switch, automatic on and off operation through photo-sensor when door is being opened and closed, Sensor (photo- sensor) supply, installation as required along with supply of 1 no. of spare sensor, removal front panel for easy installation and maintenance, including all tools, tackles, accessories, fixing at designated location above the door, etc. all complete as per specifications and instructions of the engineer-in-charge.

CIVIL, STRUCTURE AND ARCHITECTURE

FLOORING

Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).

Size of Tile 600x600 mm

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.

Size of Tile 600x600 mm

Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).

Size of Tile 600x600 mm

FINISHING

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification.

Two or more coats on new work

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.

New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

W all painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.

Two coats

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.

W ith water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

GEOTECH

GROUND IMPROVEMENT

SAND GRAVEL MIX

Supplying and filling sand gravel mix (1:1) with approved aggregate below road, RCC pavement, manholes, pits, foundations, bedding of UG piping etc. in layers of 150 mm loose thickness (maximum) including watering, ramming, rolling, compacting to achieve 85% relative density as per IS 2720 Part-XIV, quarrying, royalties, transportation, handling, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. (The rate shall be inclusive of the cost of all labour, material, equipment etc. all complete)

GEOGRID

Supplying and laying of Tensar Geogrid SS-40 or equivalent below roads, RCC pavements, manholes, in pipe trenches, culverts, foundations, hard stand etc. including overlap length, royalties, taxes, handling, transportation, unloading, storage, etc. all complete as per drawings, manufacturers specification and direction of Engineer-in-Charge.

GeoTextile

Supplying and laying of Geotextile Terram 1000 or equivalent for hard stand, road, RCC pavement, foundation etc. as directed by the Engineer-in-charge including royalties, taxes, handling, transportation, unloading, storage, stretching, joining, lapping, sewing etc. all complete as per drawing, manufactures specification and direction of the Engineer-in-charge. (The rate shall be inclusive of cost of all labour, material, equipment etc., all complete).

SHORING AND STRUTTING BY SHEET PILING

SHEET PILING

Design, Supply and installation of hot rolled steel sheet piles including all associated structural steel members i.e. waler & runner beams, strut, cross ties, vertical members, guide frames, suitable interlocks, suitable corner sections, splicing & cutting sheet piling, application of recommended sealant for complete water tightness (as required), pre-drilling for installation into bedrock (as necessary) etc. as per site conditions, mobilization/demobilization of all necessary tools & tackles, hammer (vibratory/ impact), crane(s) etc., all labor, shifting plant/ machinery & carryout any ancillary works and subsequent removal after completion of works, all complete as per Scope of W ork/ Specifications, relevant Codes/ Standards, approved design/drawings/ method statement and directions of Engineer- in-charge. (No extra payment shall be made for cost of extraction and replacement for installing of sheet pile deviating the specification or rejected by Engineer-in- charge. Extracted sheet piles shall be contractor's property and contractor shall remove the same from site without any extra cost to client). Payment shall be on the basis of sheet pile shoring area exposed after complete excavation.

ELECTRICAL W ORKS

MISCELLANEOUS CONTROL GEAR

Installation, testing and commissioning of miscellaneous surface mounted industrial/FLP control gear such as lighting/power panel, push button stations, motor starter, communication equipment, junction boxes, panels, plugs, sockets, including supply of necessary hardware, touch up painting including supply of paint, including transportation from store/yard to site at the place of installation, unpacking, (excluding fixing of cable glands and cable terminations), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

W eight of the unit up to 5 kg.

W eight of the unit above 5 kg. but upto 20 kg.

PLUGS, SOCKETS AND JUNCTION BOXES

Supply of following types of FLP(II A/II B) and W P sockets, plugs and handlamps as per EIL specification No. 6-51-0021, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

63 A, 415 V, 5 pin socket.

63 A, 415 V, 5 pin Plugs for item no. 01EE.1060.20.10

240 V, 15 A, 3 pin socket.

240 V, 15 A, 3 pin Plugs for item no. 01EE.1060.20.70

Supply, installation, cable termination, connection, testing and commissioning of following types of FLP and W P junction boxes, as per EIL specification No. 6-51-0061, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

FLP (IIA/IIB) and W P JB suitable for temp class T-4 with 15 A, 16 terminals suitable for 1 No. incoming and 6 Nos. outgoing cable entries complete with FLP cable glands for incoming and outgoing cables and 3 Nos. blocking plugs.

SUPPLY OF MV CABLES

Supply of 1100 V grade, Copper Conductor,XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge.

3 C x 2.5 sq. mm

END TERMINATIONS

Termination of XLPE insulated armoured power cables (up to 1100 V grade) and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

G.I. & PVC PIPES

Supply and laying of following sizes of G.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, 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, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

STRUCTURAL STEEL

Supply, fabrication, galvanising and installation of base frames, supports for switchgear, and brackets for miscellaneous electrical equipments, cable and cable tray supports out of rolled MS sections, pipes, plates etc. including welding, bolting, rivetting, supply of necessary anchor bolts and grouting etc., including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Any item weighing up to 1 kg. or less shall neither be measured nor paid).

CABLE - TRAYS

Supply and installation of following galvanised slotted channel trays of 2 mm thickness and 50 mm high for supporting cables, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

100 mm wide.

Providing and fixing 1.6mm thick Gl fabricated raceways in partition include providing removable 3mm thick cover with knockout holes and fixing accessories, earthing connectivity for the complete length, including floor / wall supports, access boxes as per specification and cross over as per site requirement.

Providing and fixing 2 mm thick G.I. fabricated junction box in raceways include providing removable 3mm thick cover with knockout holes and fixing accessories, earthing connectivity for the box, including floor / wall supports, access boxes as per specification and cross over as per site requirement.

300X300X50X2/3MM (with SS Cover)

200X200X50X2/3MM (with SS Cover)

HAZARDOUS AREA LIGHTING FIXTURES AND ACCESSORIES

Installation, connection, testing and commissioning of following types of flame proof/Div.2 lighting fixtures and accessories, including cable termination and connection, fixing of cable glands, lugs, including supply of necessary hardwares, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

W ell glass type bracket mounted.

W ell glass type ceiling mounted.

Flood light fixtures.

Supply of following FLP/Div.2 lighting fixtures complete with lamps, requisite FLP cable glands, plugs and necessary control gear as per EIL standard specification No. 6-51-0061, data sheet for lighting fixture schedule, including all albour and materials, specifications of this tender and directions of Engineer-in- Charge.

Type FLP-LED-2A Fixtures

Type FLP-LED-1A Fixtures

Type FLP-LED-4A Fixtures

Type FLP-LED-6A Fixtures

Supply and installation of Type-`A' clamps(for bracket mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamp as per EIL std.no.7-51-0221, including supply and fixing of anchor fasteners, nuts and bolts, washers etc. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply and installation of Type-`B' clamps(for ceiling mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamps per EIL std.no.7-51-0221, including supply and fixing of anchor fastners,nuts and bolts,washers as per approved drawings, specifications of this tender and directions of Engineer- in-Charge.

SAFE AREA LIGHTING FIXTURES

Supply, installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box complete with lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge.

Type LED 2 Fixtures.

Type LED 6 Fixtures.

Type LED IND-1 Fixtures.

Type LED RSD-10 Fixtures.

Type LED SFD-12 Fixtures.

FANS AND EXHAUST FANS

Supply, installation, connection, testing and commissioning of following types of exhaust fans including supply of all necessary supports etc., including fixing of cable glands, lugs with BEE(Bureau of Energy Efficiency) rating of minimum 3 star including all labour and materials and accessories like mounting frame, fixing bolt, wire guard/louvres etc., as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

300 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres.

SOCKETS / RECEPTACLES AND SW ITCHES / MCB UNITS

Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase, sockets/receptacles and metallic outlet boxes as described below including supply of all connected materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 A, 5 pin plate type flush/ surface mounting sockets/receptacles.

16/6 A, 6 pin plate type flush/ surface mounting sockets/receptacles.

Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase switches/MCB units, including outlet boxes and associated accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Ex-d/Ex-de, Suitable for Gas GRP IIA/IIB, T4, Switch, 240V, 5A

5 A, plate type flush/surface mounted switches.

15 A, plate type flush/surface mounted switches.

JUNCTION BOXES (OUTDOOR / INDOOR TYPE)

Supply and installation of dust and vermin proof G.I. sheet steel (1.6 mm thick) junction box suitable for indoor installation, complete with 15A, 20 terminals, supply and fixing of cable glands for incoming cable and knock outs for conduit entry for outgoing circuits, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Junction box.

LIGHTING / POW ER PANELS AND DISTRIBUTION BOARDS

Supply, installation, connection, testing and commissioning of flame proof weather proof lighting/power panels (for gas group IIA/IIB) as per EIL std. spec. 6-51- 0008, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

40 A, 4 pole incomer MCB isolator and 6 Nos. outgoing double pole MCBs (upto 20 A) with RCCBs. Suitable for temp class T4

40 A,4 pole incomer MCB isolator and 12 Nos.outgoing double pole MCBs (upto 20A) with RCCBs. Suitable for temp class T4

Supply, installation, connection, testing and commissioning of safe area lighting/power panels, surface/flush mounting type, wall mounting type in dust tight (with hinged cover) sheet steel enclosure having 4 pole incomer and single pole MCB (9 kA type) for outgoing circuit control with complete wiring, including cable termination, connection and fixing of cable glands, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

40 A, 4 pole incomer MCB isolator and 6 Nos. outgoing double pole MCBs (upto 20 A) with RCCBs. Suitable for temp class T4

W IRING

Circuit wiring with 660 V grade, (sizes given below), FRLS PVC insulated copper wires in already laid surface/concealed conduit from lighting panel/power panel onwards including the supply of wires, termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 Nos x 1.5 sq. mm

3 Nos x 2.5 sq. mm

5 Nos x 1.5 sq. mm

5 Nos x 2.5 sq. mm

7 Nos x 1.5 sq. mm

7 Nos x 2.5 sq. mm

Supply and laying of (surface type) approved make of black enamelled steel conduit of following diameter and associated fittings from lighting/power panel, telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diametre.

Supply and installation of 50 mm x 50 mm, (18 SW G) 'METSEC' channel with removable cover, including supply of all connected hardware, supports, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Circuit wiring with 660 V grade (sizes given below) PVC insulated copper conductor wires in already installed metsec channel including the supply of wires, termination, connection and harnessing of wires etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

1.5 sq. mm wires.

Supply and laying of (concealed type) PVC conduit of following diameter and associated fittings in brick walls, RCC slabs/ceilings for lighting/ power/telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, making cuts and chasis in built up brick work, RCC slabs/ceilings and making good the same, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diametre.

Circuit wiring in hazardous areas using (sizes given below) copper conductor, XLPE insulated, FRLS outer sleeve armoured cables (third core for earthing) from lighting/power panel/distribution junction box onwards, excluding the supply of cables, junction boxes and cable glands but including fixing of cable glands, supply and fixing of clamps, cable terminations and connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 C x 2.5 sq. mm

EARTH ELECTRODES

Supply, installation, testing and commissioning of GI earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

GI earth electrode as per std. 7-51-0102.

EARTH STRIPS

Supply, installation and connection of following GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply, installation and connection of following GI earthing strip buried individually at a depth of 500 mm including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, excavation and refilling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

EARTHING CONNECTION

Connecting individual equipment to the earth strip or earth plate with following sizes of G.I. wire / G.I. wire rope including the supply of G.I. wire /G.I. wire rope, lugs, conductors, connecting to the G.I. strip or earth plate and necessary hardware for connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3/8" dia (10 mm) flexible rope.

8 SW G GI W ire.

EARTH PLATES

Supply, installation and connection of GI earth plates as per std. 7-51-0103, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

GI earth plate as per std. 7-51-0103.

PLANT COMMUNICATION SYSTEM

Installation of following plant communication system (including back up battery bank, battery charger etc., excluding termination and connection), including transportation from store/yard to site at the place of installation, assembling and installing in foundation or fixing to wall/structure, aligning, levelling, grouting, cable termination, wiring and all inter-connection and making earth connection etc., first charging of battery, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Desk type intercom station upto 24 keys.

W eather Proof Intercom station with upto 3 Nos dual position Keys (FLP/Industrial type).

Supply of weatherproof type plant communication junction box (PAJB) suitable for outdoor installation with Krone/screw type terminals, including supply of weatherproof double compression cable glands and weatherproof plugs to block the unused entry including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

PAJB with 1 nos 10 Pair incoming cable(s) and 2 nos 5 Pair outgoing cable(s)

Installation, testing and commissioning of weatherproof type plant communication junction box (PAJB) suitable for outdoor installation with Krone/screw type terminals, including termination and connections of incoming and outgoing non-jelly cable, excluding supply of weatherproof double compression cable glands, including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

PAJB with 1 nos 10 Pair incoming cable(s) and 2 nos 5 Pair outgoing cable(s)

Supply of flameproof and weatherproof type plant communication junction box (PAJB) with Krone/screw type terminals, including supply of flameproof double compression cable glands and flameproof plugs to block the unused entry including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

PAJB suitable for Gas group - IIA/IIB, temperature class T4 with 1 nos 10 Pair incoming cable(s) and 2 nos 5 Pair outgoing cable(s)

Installation, testing and commissioning of flameproof and weatherproof type plant communication junction box (PAJB) suitable for gas group IIA/IIB or IIC, temperature class T3 with Krone/screw type terminals, including termination and connections of incoming and outgoing non-jelly filled cables, excluding supply of flameproof double compression cable glands, including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

PAJB suitable for Gas group - IIA/IIB, temperature class T4 with 1 nos 10 Pair incoming cable(s) and 2 nos 5 Pair outgoing cable(s)

FIRE ALARM SYSTEM

Installation, termination and connection of following fire alarm panel including Power Pack and battery backup system and all associated items, including transportation from store/yard to site at the place of installation, assembling and installation on foundation or fixing to wall or steel structures, aligning, levelling, grouting, termination and connection of cables, making earth connections etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Heat detectors.

Break glass type fire alarm boxes.

Exit signs.

Hooters.

Multi sensor type detectors

Fault Isolator modules

Input/Monitoring relay module

Output/Control Relay Module

Hooter Acknowledge Box

Supply of weatherproof type fire alarm junction box (FAJB) suitable for outdoor installation with Krone/screw type terminals, including supply of weatherproof double compression cable glands and weatherproof plugs to block the unused entry including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

FAJB with 3 nos 2 Pair incoming cable(s) and 3 nos 2 Pair outgoing cable(s)

Installation, testing and commissioning of weatherproof type fire alarm junction box (FAJB) suitable for outdoor installation with Krone/screw type terminals, including termination and connections of incoming and outgoing non-jelly cable, excluding supply of weatherproof double compression cable glands, including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

FAJB with 3 nos 2 Pair incoming cable(s) and 3 nos 2 Pair outgoing cable(s)

Supply of flameproof and weatherproof type fire alarm junction box (FAJB) with Krone/screw type terminals, including supply of flameproof double compression cable glands and flameproof plugs to block the unused entry including all labour and materials, as per specifications of this tender and direction of Engineer-in- Charge.

FAJB suitable for Gas group - IIA/IIB, temperature class T4 with 3 nos 2 Pair incoming cable(s) and 3 nos 2 Pair outgoing cable(s)

Installation, testing and commissioning of flameproof and weatherproof type fire alarm junction box (FAJB) suitable for gas group IIA/IIB or IIC, temperature class T3 with Krone/screw type terminals, including termination and connections of incoming and outgoing non-jelly filled cables, excluding supply of flameproof double compression cable glands, including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

FAJB suitable for Gas group - IIA/IIB, temperature class T4 with 3 nos 2 Pair incoming cable(s) and 3 nos 2 Pair outgoing cable(s)

LAYING OF COMMUNICATION / FIRE ALARM CABLES

Horizontal and vertical laying/pulling through of communication/fire alarm cables of the following overall diameters in ready trays/trenches/conduits or supported on structures including supplying and fixing of GI saddle and saddle bars, stainless steel strip number tags, including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge

Cables of overall dia. upto 35 mm.

SUPPLY OF COMMUNICATION / FIRE ALALRM CABLE / CONDUITS / DUCTS

Supply of communication, fire alarm & control paired cables of following sizes as per EIL standard specification No. 6-51-0052, data sheet, specifications of this tender and directions of Engineer-in-Charge.

Non-Jelly filled cables of size 1.5 sq mm , 2 pair, XLPE, Twisted Pair, Overall Shielded, armored

Non-Jelly filled cables of size 1.5 sq mm , 2 pair, XLPE, Twisted Pair, Overall Shielded, Unarmored

Non-Jelly filled cables of size 0.9 mm dia, 5 pair, XLPE, Twisted Pair, Overall Shielded, Unarmored

Non-Jelly filled cables of size 0.9 mm dia, 5 pair, XLPE, Twisted Pair, Overall Shielded, armored

LAN SYSTEMS

Supply, installation, connection, testing and commissioning of weatherproof power panels for UPS power distribution having following incomer & outgoing feeders, including all labour and materials, as per approved drawings, specifications of this tender and directions of engineer-in-charge.

32A, double pole incomer MCB isolator and 12 nos outgoing double pole 10A MCBs isolator with 2 nos, 10A semiconducting fuses ,

INFORMATION TECHNOLOGY SERVICES

Structured UTP LAN CABLING

Supply, installation, testing (Penta Scanning) and commissioning of Structured UTP LAN Cabling including all labour and materials (Cable, Conduit, Channel), including following items as per approved drawings, specifications of this tender and directions of engineer-in-charge:

CAT-6A LSZH-FR

24-port CAT-6A Jack Panel (fully loaded with 24 Nos. I/Os)

1-m long CAT-6A Patch Cord

2-m long CAT-6A Patch Cord

CAT-6A I/O, Faceplates, Gang-box

Equipment Rack - Networking, Server

Supply, installation, testing and commissioning of Network Racks including all labour and materials (including Horizontal and Vertical Cable Managers) of varying sizes, as per approved drawings, specifications of this tender and directions of engineer-in-charge.

W all-mounted Network Rack

Height 15 u W idth 19 Inch

Supply and Laying of PVC conduits pipe

Supply and Laying of PVC conduits as per the specifications of this tender and directions of the Engineer-in-Charge.

Supply and Laying of PVC conduits of sizes OD 32 mm

Supply and Laying of PVC channels

Supply and Laying of PVC channels as per the specifications of this tender and directions of the Engineer-in-Charge.

Supply and Laying of PVC channels of size OD 25 mm as per the specifications of this tender and directions of the Engineer-in-Charge.

EQUIPMENT - PACKAGE

Common Centralized Air-Conditioning System (water cooled-Chiller type) for peroxide storage room & peroxide dosing room:

Design, engineering, manufacture, procurement of raw materials and bought out components, fabrication, assembly at shop, shop painting, inspection, testing at manufacturer's works, packing and delivery including supply of all mandatory spares, commissioning spares, special tools and tackles as applicable, first fill of refrigerants, oils and lubricants for air-conditioning system, transportation from vendor's works to site, unloading at site, handling, transportation to contractor's store and contractor's store to work site, storage at work site, assembly at work site, local handling, installation of HVAC equipment including supply air ducting and associated items, hook up, testing, painting, insulation, commissioning, performance guarantee run test at site, handing over to client and other field works including civil & structural work complete in all respect as per the Scope of Supply & W ork (Doc. No. B862-000-80-42-SOW -8003) and Job Specification (Doc. No. B862-000-80-42-SP- 8003) attached with the tender. VCR based W ater Cooled Chillers shall be used for generation of chilled water and this shall be common for both Peroxide storage Room and peroxide dosing room. This chiller facility shall be located on roof of chemical warehouse building along with Chilled W ater Pumps for distribution of chilled water to respective AHUs. Chilled water coil AHUs for each building/ area shall be located in the AHU room of respective building. Description of Air-conditioning system: Chiller specification-: 2 Nos. (1W + 1S) of 82 TR each (Actual Capacity) ,Total 164 TR (Actual capacity) (Min.) Peroxide storage room-AHU (suitable for Hazardous area) - 1 No, 7100 CFM (Min.) Peroxide dosing room-AHU (suitable for Hazardous area)- 1 No., 2100 CFM (Min.) Chilled water pump - 1W +1S

Common Centralized Air-Conditioning System (water cooled-Chiller type) for Chemical warehouse (Inside PPU), Extruder control room & GMS rooms:

Design, engineering, manufacture, procurement of raw materials and bought out components, fabrication, assembly at shop, shop painting, inspection, testing at manufacturer's works, packing and delivery including supply of all mandatory spares, commissioning spares, special tools and tackles as applicable, first fill of refrigerants, oils and lubricants for air-conditioning system, transportation from vendor's works to site, unloading at site, handling, transportation to contractor's store and contractor's store to work site, storage at work site, assembly at work site, local handling, installation of HVAC equipment including supply air ducting and associated items, hook up, testing, painting, insulation, commissioning, performance guarantee run test at site, handing over to client and other field works including civil & structural work complete in all respect as per the Scope of Supply & W ork (Doc. No. B862-000-80-42-SOW -8003) and Job Specification (Doc. No. B862-000-80-42-SP- 8003) attached with the tender. VCR based W ater Cooled Chillers shall be used for generation of chilled water and this shall be common for chemical warehouse building( Inside PPU) , Extruder control room and GMS rooms. This chiller facility shall be located on roof of chemical warehouse building along with Chilled W ater Pumps for distribution of chilled water to respective AHUs. Chilled water coil AHUs for each building/ area shall be located in the AHU room of respective building. Description of Air-conditioning system: Chiller specification-: 3 Nos. (2W + 1S) of 115 TR each (Actual Capacity) ,Total 345 TR (Actual capacity) (Min.) Chemical warehouse-AHU (suitable for Hazardous area)- 1 No., 21000 CFM (Min.) GMS Rooms- AHU (suitable for Hazardous area)- 1 No., 4200 CFM (Min.) Extruder control room:- AHU (safe area)- 1 No., 9500 CFM (Min.) Skid mounted chemical filter for Extruder control room (safe area)- 1 No. 600 CFM (Min.) Chilled water pump - 1W +1S

Unit rate for Common Centralized Air-Conditioning System (water cooled-Chiller type) for peroxide storage room & peroxide dosing room:

Unit rate per TR of HVAC system in addition to over and above the tender specified value for supply, installation, testing & commissioning of chilled water based complete HVAC system including all associated auxiliaries such as chilled water pumps, AHU, ducting & it's accessories etc. ( 1 lot equals to 1 TR). For details refer Scope of Supply & W ork (Doc. No. B862-000-80-42-SOW -8003) and Job Specification (Doc. No. B862-000-80-42-SP- 8003) attached with the tender.

Unit rate for Common Centralized Air-Conditioning System (water cooled-Chiller type) for Chemical warehouse (Inside PPU), Extruder control room & GMS rooms:

Unit rate per TR of HVAC system in addition to over and above the tender specified value for supply, installation, testing & commissioning of chilled water based complete HVAC system including all associated auxiliaries such as chilled water pumps, AHU, CFU (as applicable) ,ducting & it's accessories etc. ( 1 lot equals to 1 TR). For details refer Scope of Supply & W ork (Doc. No. B862-000-80-42-SOW -8003) and Job Specification (Doc. No. B862-000-80-42-SP- 8003) attached with the tender.

"NOTE:- THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."