Bridge And Roof Company India Limited Tender
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Bridge And Roof Company India Limited Tender
Civil And Construction
Civil Works Others
Electrical Generators And Transformers
Electrical and Electronics
Eprocure
Opening Date24 Oct 2024
Closing Soon27 Nov 2024
Tender Amount₹ 7,80,52,211
Costs
EMD
₹ 18,36,000Document Cost
₹ 21,240Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BandR_832328_1Tender No
BANDR/HO/71156/ C and S WORK/NIT/SC/01Tender Authority
Bridge And Roof Company India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
eNIT-Civil-Strl-WORK_71156-ONGC
BOQ Items
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.
575
269
154675
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.
210
293
61530
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.
100
325
32500
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.
100
563
56300
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.
50
662
33100
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.
50
800
40000
Earthwork excavation by chiselling
-
-
-
Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth upto 1.5m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.
100
1687
168700
Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth beyond 1.5m and upto & inclusive of 3.0m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.
50
1862
93100
Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth beyond 3.0m and upto & inclusive of 4.5m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.
50
2043
102150
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.
100
581
58100
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.
100
813
81300
Backfilling after execution of work
-
-
-
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100M, including re- excavating the deposited soil excavated earlier, breaking clods, 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% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.
600
218
130800
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 100M AND UPTO & INCLUSIVE OF 500M including re-excavating the deposited soil excavated earlier, breaking clods, 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% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.
100
237
23700
BACKFILLING after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps beyond a LEAD OF 500M AND UPTO & INCLUSIVE OF 1KM including re-excavating the deposited soil excavated earlier, breaking clods, 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% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.
180
263
47340
Earthwork Filling by excavation
-
-
-
EARTHWORK 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.
100
875
87500
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).
100
250
25000
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).
100
275
27500
Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 5.0 KM AND UPTO ANYWHERE within 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).
50
313
15650
"Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction areas to areas ANYWHERE 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."
210
500
105000
Transportation of ROCK material
-
-
-
Transportation of ROCK material coming out of operation of item Nos.
01CS.1.2 to 01CS.1.5 BEYOND INITIAL LEAD OF 100M AND UPTO 1KM to the area of disposal 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).
50
313
15650
Transportation of ROCK material coming out of operation of item Nos.
01CS.1.2 to 01CS.1.5 beyond initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM to the area of disposal 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).
50
337
16850
Transportation of ROCK material coming out of operation of item Nos.
01CS.1.2 to 01CS.1.5 UPTO the area of disposal ANYWHERE 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.
300
446
133800
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.
35
5065
177275
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.
25
6114
152850
RCC Substrutures - Non FIM Items
-
-
-
Providing and laying REINFORCED CEMENT CONCRETE OF M-20 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.
5
6997
34985
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.
510
7415
3781650
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.
10
7504
75040
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.
100
7772
777200
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.
5
15114
75570
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.
10
15292
152920
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 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.
75
76768
5757600
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.
2050
406
832300
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.
520
1148
596960
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.
25
531
13275
Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types for Columns, Beams, Slabs, Walls, etc. of Buildings for all depths below and upto & inclusive of plinth level, including 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.
25
531
13275
Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in superstructures in all types for Columns, Beams, Slabs, Walls, etc. of Buildings for all heights above plinth level, including 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.
10
844
8440
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.
50
670
33500
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.
100
717
71700
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.
100
1055
105500
CONCRETE FOR LIQUID RETAINING/LEAK PROOF STRUCTURES (REFER SPECIFICATION NO.6-68-0005
-
-
-
Water Proofing Comp. - Non FIM Items
-
-
-
Supplying and mixing of approved brand of integral WATER 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.
50
43
2150
STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006
-
-
-
General Steel Works - 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 (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTOR'S SCOPE.
20
10625
212500
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 (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTOR'S SCOPE.
5
11050
55250
Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS 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, repair of damaged portion of primer as per Sl No 7.2.1 of Table 7.2 of Standard Specification for Surface Preparation and Protective Coating Document No. 6-79-0020 (or as per Job Specification, wherever applicable), grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR'S SCOPE.
5
24225
121125
Dismantling, modification & re-erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS ALREADY ERECTED BY OTHERS 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, repair of damaged portion of primer as per Sl No 7.2.1 of Table 7.2 of Standard Specification for Surface Preparation and Protective Coating Document No. 6-79-0020 (or as per Job Specification, wherever applicable), grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified etc., all complete. SUPPLY OF ALL OTHER MATERIAL (OTHER THAN ALREADY ERECTED STRUCTURAL STEEL) IN CONTRACTOR'S SCOPE.
5
28475
142375
Modification and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS 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.
5
14025
70125
Transporting, Assembling and Erecting in position bolted and/ or welded already fabricated Structural Steel works (of any Grade) at all levels & locations, comprising of rolled/ built-up sections made of joists, channels, angles, flats rounds, plates cut and/ or bent to any shape and size, in beams, girders, trusses columns, brackets, bracings, ladders (with or without cage), safety chain brackets, staircases, handrailings and platforms of any shape and size (excluding chequered plates/ gratings), on vertical and/ or horizontal equipments, in miscellaneous valve operating platforms, pipe supports etc, fixing in line and level with temporary staging and removal of the same after erection, grouting below base plates with free flow non shrink/ ordinary grout as specified to bring them to required levels, all complete as shown, specified and directed. ALREADY FABRICATED STRUCTURAL STEEL SHALL (WITH CONNECTION BOLTS) BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIAL IN CONTRACTOR'S SCOPE.
2
18275
36550
General Steel Works - Non FIM Items
-
-
-
Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS 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.
100
86275
8627500
Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS 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.
25
87125
2178125
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 WORKS 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.
25
87125
2178125
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 WORKS 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.
25
87975
2199375
"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 WORKS 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. "
100
93075
9307500
"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 WORKS 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."
25
93925
2348125
Supplying, Fabricating, Transporting and Erecting in position bolted and/ or welded Structural Steel works of Grade E350BR/ E350B0 (confirming to IS:2062) at all levels & locations, comprising of rolled/ built-up sections made of joists, channels, angles, flats rounds, plates cut and/ or bent to any shape and size, in beams, girders, trusses columns, brackets, bracings, ladders (with or without cage), safety chain brackets, staircases, handrailings and platforms of any shape and size (excluding chequered plates/ gratings), on vertical and/ or horizontal equipments, in miscellaneous valve operating platforms, pipe supports etc, including preparation and submission of all fabrication and as built drawings to the Engineer-in-Charge, straightening, cutting and/ or bending the steel to required size/ shape, edge preparation, preheating, bolting, welding of joints (including sealing of joints of box sections with continuous welding wherever shown), grinding the prepared edges/ surfaces to a smooth finish, fixing in line and level with temporary staging and removal of the same after erection, grouting below base plates with free flow non shrink/ ordinary grout as specified to bring them to required levels, 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, removing from site of work all scrap/ unserviceable steel etc, all complete as shown, specified and directed.
5
93925
469625
Painting - Non FIM Items
-
-
-
Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 5.2 of Table 5.0 of JOB Specification (B650-000-06-41-PLS-01) 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. 3.1 of Table 3 of JOB Specification (B650-000-06-41-PLS-01), for steel structures (excluding hand rails) at all location & levels, all complete as specified, for OFFSITE (INLAND) areas considering environment classification as INDUSTRIAL. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.(Unit rate based on Structural steel weight).
100
6800
680000
Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 6.2 of Table 6.0 of JOB Specification (B650-000-06-41-PLS-01) 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. 3.1 of Table 3 of JOB Specification (B650-000-06-41-PLS-01), for steel structures (excluding hand rails) at all location & levels, all complete as specified, for PROCESS UNIT (INLAND) areas considering environment classification as INDUSTRIAL. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.(Unit rate based on Structural steel weight).
175
7225
1264375
Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 4.1 of Table 4.0 of JOB Specification (B650-000-06-41-PLS-01) for painting over the coat of shop primer & galvaniation already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat, for 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).
10
6800
68000
Grouting
-
-
-
Supplying & applying Grouting below the bases of structural steel members with Free-flow Non-shrink Cementitious Grout of approved make.
1
55250
55250
STRUCTURAL STEEL WORKS (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).
5
99875
499375
MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008
-
-
-
Anchor Bolts - FIM Items
-
-
-
Fixing and keeping in position at all levels and locations already fabricated THREADED ANCHOR BOLTS of all diameters and nomenclature supplied by the owner as Free Issue including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including transporting the same from owner's store/issue points to site of work handling , 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. (BOLTS SHALL BE SUPPLIED BY THE OWNER AS FREE ISSUE) .
1
21250
21250
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).
5
98345
491725
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).
5
91375
456875
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.
1
114325
114325
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).
5
91375
456875
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).
10
102000
1020000
Making openings in galvanized grating for pipes / ducts etc., at all levels and at at all locations by cutting the existing grating and providing 50x6 galvanised
flat as toe protection for the openings by welding and application of galvanized paint as per EIL Standard No. 7-68-0697, all complete. Payment shall be made as per number of openings.
300
1275
382500
MS Gratings - Cat. A - FIM Items
-
-
-
Transporting from storage yard (or any other location as specified by engineer- in-charge), storing & erecting in position at all levels and locations ELECTROFORGED GALVANISED GRATING ALREADY FABRICATED BY OTHERS 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 welding or supplied galvanized clamps as applicable, all complete as specified and directed. ALREADY FABRICATED GRATINGS SHALL BE PROVIDED TO CONTRACTOR FREE OF COST. SUPPLY OF ALL OTHER MATERIALS IN CONTRACTOR'S SCOPE.
10
8500
85000
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).
10
77
770
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 galvanizing (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1coat of P6 of 40 micron) as per Sl. No. 4.1 of Table 4.0 of Job Specification (B650-000-06-41-PLS-01), 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).
100
2312
231200
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 galvanizing (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. 4.1 of Table 4.0 of Job Specification (B650-000-06-41-PLS-01), 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).
300
2057
617100
Supplying, fabricating and fixing in position (to already erected vertical posts for Hand Railing) at all locations ONLY TOP RAIL 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, welding, bending, surface preparation, shop primer as per 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).
100
850
85000
Hand Railing 1000mm - FIM Items
-
-
-
Transporting from storage yard (or any other location as specified by engineer- in-charge), storing & erecting in position at all levels and locations 1000 mm high HAND RAILING (HORIZONTAL & INCLINED) ALREADY FABRICATED BY OTHERS (for platforms, walkways or any other location as directed etc.) consisting of top rail, mid rail and vertical posts (maximum spacing 1500 mm c/c) with or without toe plates, including handling, straightening if required, cutting, bending, notching, welding, bolting, grouting with ordinary grout etc. and return of unused/ scrap/ unserviceable steel to owner's store & material reconciliation etc. all complete as specified, shown and directed. ALREADY FABRICATED HAND RAILINGS SHALL BE SUPPLIED FREE OF COST. SUPPLY OF ALL OTHER MATERIALS IN CONTRACTOR'S SCOPE. (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).
200
782
156400
Transportation from storage yard (or any other location as specified by engineer in-charge), storing & erecting in position at all levels and locations ONLY TOP RAIL ALREADY FABRICATED BY OTHERS (for platforms, walkways or any other location as directed etc.) including straightening if required, cutting, welding, bending, notching, bolting, grouting with ordinary grout etc. and return of unused/ scrap/ unserviceable steel to owner's store & material reconciliation etc. all complete as specified, shown and directed. ALREADY FABRICATED HAND RAILINGS SHALL BE SUPPLIED FREE OF COST. SUPPLY OF ALL OTHER MATERIALS IN CONTRACTOR'S SCOPE.
25
782
19550
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 galvanizing (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. 4.1 of Table 4.0 of Job Specification (B650-000-06-41-PLS-01), 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).
25
2015
50375
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."
100
267
26700
"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."
100
462
46200
"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."
100
780
78000
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."
100
1250
125000
"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."
100
1476
147600
"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."
100
1774
177400
BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009)
-
-
-
CLASS 5.0 at all depths -Non FIM Items
-
-
-
Providing and laying BRICK MASONRY WITH 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.
20
6694
133880
Providing and laying BRICK MASONRY WITH 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.
50
7586
379300
DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012)
-
-
-
Brickwork - Non FIM Items
-
-
-
Demolishing BRICKWORK (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).
10
1607
16070
Demolishing BRICKWORK (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.
10
1785
17850
RCC - Non FIM Items
-
-
-
Demolishing RCC WORK (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).
5
2945
14725
Demolishing RCC WORK (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.
10
3392
33920
Chipping of RCC WORK (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).
5
326
1630
Chipping of RCC WORK (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).
5
518
2590
Chipping of RCC WORK (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).
10
2945
29450
Chipping of RCC WORK (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.
10
3570
35700
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.
10
4463
44630
Demolishing RCC WORK (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 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).
5
2856
14280
Demolishing RCC WORK (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 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).
10
3302
33020
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.
20
893
17860
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 anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items)
5
1696
8480
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 ANYWHERE 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).
2
2588
5176
Steelwork - Non FIM Items
-
-
-
Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK 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.
5
10200
51000
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.
10
179
1790
Fireproofing - Non FIM Items
-
-
-
Demolishing Concrete/ Vermiculite used in fire proofing of structural steel (taking all necessary safety precautions) for any height above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., chipping ( with necessary precaution without affecting structural steel section), Scraping and stacking of serviceable materials, disposal of un serviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.
5
2856
14280
MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013)
-
-
-
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 .
700
2440
1708000
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.
2500
52
130000
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).
10
893
8930
FIREPROOFING OF STEEL STRUCTURES (REF SPEC NO 6-68-0033)
-
-
-
Concrete - Non FIM Items
-
-
-
Supply and laying of concrete of grade M30 as per Type-I of EIL Standard Specification 6-68-0033 as fire proofing material with 10 mm and down size graded coarse and fine aggregates including admixture around structural steel members (viz. beams, columns, bracings etc.) all complete; cleaning the steel surfaces, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding of MS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size 4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, vibrating, tamping, curing or providing a layer of approved membrane of curing compound, rendering with cement sand mortar (1:3) wherever required to achieve a smooth and even surface, providing L50x50x6 at corners or as specified in the drawing, applying primer on MS nuts, angles and affected surfaces, supplying and laying of non- bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS INCLUDING CEMENT TO BE SUPPLIED BY THE CONTRACTOR).
50
2550
127500
Vermiculite Concrete for Structural Steel - Non-FIM Items
-
-
-
Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding of MS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size
4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights upto & including 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR).
500
3400
1700000
Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-II of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness around structural steel members (viz. beams, columns, bracings etc.) for the required fire protection from reaching temperature 538 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062 and stiffeners for members exceeding 600 mm depth, supply and welding of MS nuts on angle and box sections and cover blocks for other sections, supplying, placing and fixing in position galvanized expanded metal sheet with mesh size
4.5 mm x 13.5 mm conforming to IS:412 except on angle and box sections, hot dipped galvanized welded wire fabric reinforcement 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566, and tying the reinforcement to the cover blocks with galvanized 16 SWG tying wire, including cutting, straightening, cleaning, bending, applying primer on MS nuts and affected surfaces, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions at all heights more than 10 m above pavement etc. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR).
100
3570
357000
Vermiculite Concrete for Equipments - Non-FIM Items
-
-
-
Supply and laying of vermiculite based lightweight cementitious concrete coating as per Type-III of EIL Standard Specification 6-68-0033 as fire proofing material of required thickness on equipment/ vessel skirts, saddles and supports for the required fire protection from reaching temperature 427 degree C; cleaning the steel surfaces and applying primer compatible to vermiculite material if required as per manufacturer specifications, supplying, placing and fixing in position cover plates conforming to IS:2062, hot dipped galvanized welded wire fabric reinforcement of 2 mm dia 50 mm x 50 mm mesh conforming to IS:1566 and tying the reinforcement with the pre welded nuts by galvanized 16 SWG tying wire, including straightening, cutting, bending of the reinforcement, including supplying and welding of additional MS nuts if directed by the Engineer-in- charge, applying primer wherever required, curing or providing a layer of approved membrane of curing compound, patching of damaged portion wherever required to achieve a smooth and even surface, providing chamfering at corners, supplying and laying of non-bituminous polysulfide or silicon rubber mastic sealant at terminating edges/ metal joints, painting the surfaces with sealer coat of epoxy polyamide as base and finish coats of coating system No.1 of NORSOK Standard M-501, including the cost of all labour, materials, specified tests, shuttering, staging, scaffolding, working platforms, approaches, etc. for all shapes and positions. all complete as per specifications and directions of Engineer-in-Charge. (ALL MATERIALS SHALL BE SUPPLIED BY THE CONTRACTOR).
100
3825
382500
Mechanical works
-
-
-
Supplying, fabricating and erecting in position MS plates as per detailed drawings, conforming to grade A of IS:2062 on top of all RCC pedestals supporting the sliding saddles of equipments, including cutting, straightening where necessary, rounding rounding unfinished edges by grinding, machining the exposed top surface, making necessary bolt holes, providing and laying ready mixed free flow non-shrink grout below the base plate at all levels & locations, machining top surfaces etc. all complete and as shown and directed.
0.3
78200
23460
TESTING, REPAIR & REHABILITATION OF STRUCTURE
-
-
-
MISCELLANEOUS ITEMS
-
-
-
SAFETY (REFER EIL SPECIFICATION)
-
-
-
Safety Structures - Non FIM Items
-
-
-
Supplying, Transporting, Storing, Fabricating & Erecting in position and testing/ examining bolted and/ or welded Structural Steel Works at all locations and levels in HANGER SCAFFOLDING below piperack, comprising of hangar channels, fabricated pen wen ladder beams, steel planks bent to shape and size and any other sections, if required, all as per sketches/ specifications and load tested for statisfactory performance, including 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, including preparation and submission of detailed fabrication drawings, preparing the surface for painting as per BIS codes after fabrication etc. all complete as specified and directed. All items shall be removed & carried back by Contractor as per instructions of Engineer-in-Charge after completion of works. (Supply of All Material In Contractor's Scope).
500
1785
892500
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.
1000
170
170000
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.
100
4089
408900
Supply of Safety Personnel
-
-
-
Supply of HSE personnel SAFETY STEWARD 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).
20
29750
595000
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).
10
42500
425000
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).
10
59500
595000
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).
10
38250
382500
GENERAL CIVIL
-
-
-
MISCELLANEOUS ITEMS
-
-
-
Supply and installation of combined safety shower and eyewash units as per spec. no.6-66-0038, including providing and fixing of necessary foundation bolts in foundations/ pavement etc. complete. Each safety shower shall have proper sign board with florescent letters showing their location, all complete as per specification, drawings and direction of Engineer-in-charge.
1
68000
68000
Supply, fabrication and Erection of piping(underground)
-
-
-
Water System Galvanised Pressure Piping (Under Ground) (Screwed)
-
-
-
Supplying and laying carbon steel galvanised pipes as per piping materials specification Class underground including supply of all necessory fittings including Tee, reducing Tee, reducing Coupling, nipple, coupling, elbows etc. supply of teflon tapes, PTFE tape, white lead, etc. cutting the pipes to required lengths, making threads, earthwork in excavation for trenches, etc. in all types of soil except soft rock & hard rock including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, including laying of pipes in trenches, jointing the pipes and fittings with threaded connections, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting of roads wherever required, making good the road surface after laying, disposal of surplus earth at a designated area anywhere within complex limit etc., complete as per specifications, drawings and directions of Engineer-in-Charge. For following Nominal Size and Piping Material Class.
-
-
-
Nominal Dia 1 Inch Piping class J2A
30
718
21540
Nominal Dia 3 Inch Piping class J2A
12
2139
25668
Nominal Dia 4 Inch Piping class J2A
12
3671
44052
Water System Galvanised Pressure Piping (Under Ground) (Welded)
-
-
-
Supplying and laying carbon steel galvanised pipes as per piping materials specification Class underground including supply of all necessory fittings including Tee, reducing Tee, reducuing Coupling, nipple, coupling, elbows etc., cutting the pipes to required lengths,welding, providing cold galvanising with zinc coating compound on surfaces where galvanising has been burnt off, earthwork in excavation for trenches, etc. in all types of soil except soft rock and hard rock, including dewatering, shoring and strutting if required, dressing of sides, levelling, grading and ramming of bottoms, including laying of pipes in trenches, jointing the pipes and fittings with welded/ flanged connections, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting of roads wherever required, making good the road surface after laying, disposal of surplus earth at a designated area anywhere within complex limit etc., complete as per specifications, drawings and directions of Engineer-in-Charge. For following Nominal Size and Piping Material Class .
-
-
-
Nominal Dia 6 Inch Piping class J2A
40
5392
215680
Nominal Dia 8 Inch Piping class J2A
20
7953
159060
Nominal Dia 12 Inch Piping class J2A
15
12358
185370
Nominal Dia 10 Inch Piping class J2A
15
9930
148950
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 (i.e. Radiography, DPT/MPT, etc.) 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 2 inch - 6 inch
140
451
63140
NB 8 inch -14 inch
110
451
49610
NB 16 inch -24 inch
400
459
183600
Erection , for Water System (Pressure Piping), For following Nominal Sizes
-
-
-
NB 2 inch - 6 inch
470
153
71910
NB 8 inch -14 inch
360
153
55080
NB 16 inch -24 inch
680
153
104040
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 specification including supply 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 equipments, pumps etc. including joining of pipes and fittings with threaded/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.
-
-
-
Dia. 2 Inch PMS J2A
1232
1244
1532608
Dia. 3 Inch PMS J2A
342
1851
633042
Dia. 4 Inch PMS J2A
138
3221
444498
Dia. 1 Inch PMS J2A
2560
621
1589760
Dia. 1.5 Inch PMS J2A
10
945
9450
Dia. .75 Inch PMS J2A
20
567
11340
Dia. .5 Inch PMS J2A
441
405
178605
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. 4 Inch PMS J2A
100
3221
322100
Dia. 10 Inch PMS J2A
145
10229
1483205
Dia. 1.5 Inch PMS J2A
140
945
132300
Fire water spray/ sprinkler/ detection system G.I. PIPING A/G (Welded)
-
-
-
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 J2A
250
5529
1382250
Nominal Dia. 8 Inch Piping Material Class J2A
150
8147
1222050
Nominal Dia. 12 Inch Piping Material Class J2A
120
12657
1518840
Supply and installation of valve assembly, flange assembly etc.
-
-
-
Supply and installation of valve assembly consisting of valve, 2 no. flanges, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge.
-
-
-
Gate valve assembly for following nominal sizes and piping material class
-
-
-
Dia. 2 Inch PMS J2A
8
17343
138744
Dia. 1.5 Inch PMS J2A
6
14451
86706
Dia. .75 Inch PMS J2A
30
8687
260610
Supplying the flange assembly conforming to piping material specifications and delivering the same to owner's stores/ work spot etc. Flange assembly shall consist of 2 no. flanges along with one no. matching gasket and one set of matching nuts &, bolts. All complete as per specifications and directions of Engineer-in-Charge. For following nominal size and piping material class
-
-
-
Dia. 2 Inch PMS J2A
526
1326
697476
Dia. 3 Inch PMS J2A
126
3113
392238
Dia. 1 Inch PMS J2A
824
717
590808
Dia. 4 Inch PMS J2A
60
4748
284880
Dia. 6 Inch PMS J2A
60
4380
262800
Dia. 1.5 Inch PMS J2A
12
887
10644
Dia. .75 Inch PMS J2A
36
524
18864
Dia. 8 Inch PMS J2A
21
6858
144018
Dia. 12 Inch PMS J2A
15
13337
200055
Fire fighting equipment's
-
-
-
Installation of Deluge Valve skid
-
-
-
Installation, erection, testing and commissioning of UL/FM listed/approved Deluge Valve Skid (consisting of deluge valve, strainers, solenoid valve, air pressure regulator, limit switches, pressure gauge, pressure transmitters, inlet/ outlet valves, drain valve, priming valve, vent valve including alarm motor gong, fittings, local control panel including bypass connection to deluge valve along with strainer and ball valve etc. complete)
actuated through air (pnuematic) detection system including placing the skid at the designated location and fixing with anchoring bolts, connecting the water inlet and system piping, connecting detection network piping, fittings etc. complete for deluge valve skid as per specification, drawings and directions of Engineer-in-Charge. (Deluge Valve Skid will be issued to Contractor by BANDR as FIM).
For the following DV skid size ( Inlet/ outlet/ bypass fire water line size - Deluge Valve size - )
-
-
-
Inlet/ outlet/ bypass fire water line size 8 Inch Deluge Valve size 6 Inch
3
12750
38250
Inlet/ outlet/ bypass fire water line size 12 Inch Deluge Valve size 8 Inch
1
17000
17000
S/I Portable/ trolley mounted Extinguishers
-
-
-
Supply and installation of portable DCP (Dry Chemical Powder Type) extinguisher including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge.
-
-
-
Capacity 9 kg
20
5100
102000
Supply and installing in position, trolley mounted DCP ( Dry Chemical Powder Type) extinguisher including transporting to worksite, placing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge.
-
-
-
Capacity 50 kg
5
44200
221000
Supply and installation of portable CO2 extinguishers including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification, data sheet and directions of Engineer-in-Charge.
-
-
-
Capacity 4.5 kg
12
5950
71400
Supply, installation, testing and commissioning of following firefighting equipment as per relevant specifications, data sheet, drawing, including transporting the equipment to worksite, fixing of nuts, bolts, washers, gaskets, welding needed for fixing the equipment with matching flange etc. all complete as per drawings, specifications, standards, data sheet and direction of
Engineer-in-Charge.
-
-
-
First Aid hose reel wall mounted type
5
10698
53490
Hose box cabinet Type-II (self-supporting type) including all inside accessories, including all civil works, fixing in position with anchor bolts in foundations or wall
3
31365
94095
Variable flow Water cum foam monitor of 500/750/1000 GPM capacity
4
131345
525380
Stand Post Type Fire Hydrant with Pumper Connection
5
58480
292400
Supply and installation of medium velocity spray nozzles with 1/2" NPT fixing arrangement with MS half coupling including transportation to worksite from Owners storage point, testing, flushing etc. all complete as per specification, drawings, data sheet and directions of Engineer-in-Charge. For nozzle of following K factor
-
-
-
K factor 30
15
714
10710
K factor 51
10
714
7140
K factor 22
10
714
7140
K factor 35
15
714
10710
K factor 64
400
714
285600
Quartzoid bulb detectors
-
-
-
Supply, installation, testing and commissioning of quartzoid bulb detectors with 1/2" NPT fixing arrangement including MS half coupling at locations as per data sheets, drawings and directions of Engineer-in-Charge.
-
-
-
Actuation Temperature 79 °C
450
425
191250
ARCHITECTURE
-
-
-
ROOFING
-
-
-
Barricading of corrugated GI sheet of 0.8mm thickness: Providing and fixing corrugated GI sheet of 0.8mm thickness and conforming to IS : 277 in barricading cladding, corner piece, etc. with 8mm dia `J' or `L' type anticorrosive polymer coated GI hook, bolts, nuts and polymer cap, seal and thrust washer including cutting to proper size, drilling holes, mitering, laps, finishing, providing anticorrosive protective coating on hooks, nuts, bolts etc. and maintaining the same during project execution. After completion of the project, all materials shall be dismantled and taken away by the contractor outside plant boundary to the complete satisfaction of Engineer-in-charge all complete as per the direction of Engineer-in-charge. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.
500
571
285500
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)
50
2039
101950
Boulder Soling
-
-
-
Supplying and laying of random rubble soling below hardstand, road, RCC pavement, foundation etc. in layers of 200 mm loose thickness (maximum) with nominal size of stones 100 mm to 250 mm, filling of voids with small size stones and sand, including watering, ramming, rolling, compacting, quarrying, royalties, transportation, handling etc. all complete as per specifications, drawing and directions of the Engineer-in-charge. (The rate shall be inclusive of cost of all labour, material,equipment etc., all complete).
25
1633
40825
PROJECTS
-
-
-
Providing pre-commissioning/commissioning assistance to the Owner/EIL by providing Skilled /Semiskilled/unskilled workers as per the direction of Engineer in - Charge with tools tackles, PPEs, consumables and Supervision (including site supervision, safety supervision) with the single point responsibility for quality, safety and speed of execution (one Man day =8 hours shift) with 1 vehicle standby for emergency at site with the following manpower on fix basis. Contractor to provide & mobilise man power in shifts on Need Basis on the instructions of Engineer -in-chrge. Note that the manpower deployment shall be inclusive of required tools and tackles and machinery such as welding machines, grinding machines, gas cutting sets , Mechanical/Electrical tool box, etc.
-
-
-
Skilled manpower
-
-
-
Piping Welder (Arc & TIG)
30
1233
36990
Mill Wright fitter/ Rotary mechanic
30
1233
36990
Instrument Technician
10
1233
12330
Electrician
10
1233
12330
Valve Mechanic
2
1233
2466
Rotary mechanic capable of executing maintenance work
2
1233
2466
DEWATERING : Pumping out rain water from specific location towards downstream side by deploying suitable capacity / adequate numbers of mud pumps / submersible pumps from various types drains / culverts sump pits / unit areas discharge into the outlet point laying and connecting of discharge delivery pipe mentioned in the same contract as directed by Engineer-In- charge at site including supply of all pumps, power/diesel , connecting pipes / hoses, all enabling works, tools and tackles etc. completely in all respect as per the directions of the Engineer-In-charge. (Jointly accepted log book to be maintained for payment)
-
-
-
10 HP PUMP (POWER/DIESEL operated)
10
782
7820
5 HP PUMP (POWER/DIESEL operated)
10
391
3910
2 HP PUMP (POWER/DIESEL operated)
10
156
1560
Contractor to provide & mobilise following man power to BANDR/EIL/ONGC on the instructions of Engineer in- charge. However, 2 weeks' notice shall be given for mobilisation and 1 day notice Shall be given for demobilisation. Note that quoted rate of manpower deployment shall be inclusive of required PPEs and facilities required for functioning at site. (1 Man-Month should be considered as 30 man- days. (This item will be operated only on written confirmation from EIC)
-
-
-
Safety supervisor
1
40800
40800
Safety Engineer
1
59500
59500
HSE Engineer
1
59500
59500
Semi-skilled Manpower
-
-
-
Piping/structural fitter
30
1020
30600
Structural welder
30
1020
30600
Gas cutter
30
1020
30600
Grinder/driller
30
1020
30600
Rigger
30
1020
30600
Concrete chipper
30
1020
30600
Unskilled manpower
-
-
-
Helper/Assistants
30
765
22950
Commissioning operator (Qualification degree with 3 yrs. of experience or diploma with 5 years' experience) --
30
1275
38250
Commissioning supervisor (B.E. with 5 years' experience of commissioning activities in refineries, petrochemical etc ) (1 man month= 26 days @ 8 hours per day duty)
1
55250
55250
Supervisor/ Foreman
30
1275
38250
Fork lift operator (1 man month= 26 days @ 8 hours per day duty)
1
22100
22100
Supply of Flame proof torches- rechargeable (with high intensity)
1
4250
4250
Supply of 40/80 wire-mesh SS for covering strainers/filters
1
1573
1573
Supply of rubber hoses(1", 15 mtr length, pressure-500 psi)
1
6694
6694
Supply of fire hoses with connector for fire hydrants (dia. 63 mm, length-15 mtr as per relevant international specifications)
1
8500
8500
To and fro transportation of all electrical, instruments, mechanical items from site/store (within 100 km radius as per instruction of engineer-in charge. Suitable packing shall be included in quoted rates)
100
8
800
Providing “Hydra ” type crane (12 Ton capacity wheel mounted) including fuel, lube and operator & helper charges, sling web belts d- shackles, guiding ropes etc for lifting/shifting/loading/ unloading material like pipes, equipment, fittings, pipe-spools, concrete blocks, drums, boxes boulders, crates, scraps etc as directed (1 day= 8 hours; time of deployment shall be reckoned from time of machinery reporting to site time of releasing from site. Part duration shall be paid on pro-rata basis) NEED BASE
1
6800
6800
Providing trailer including fuel, lube and operator & khalasi charges for transportation of material (including pipes, structural steel, fittings, valves, gaskets, earth, wooden scrap, usable material, metallic or non-metallic scrap) from & to project/unit area, stores, warehouse, dump yard/scrap yard as directed. (1 day= 8 hours; time of deployment shall be reckoned from time of machinery reporting to site time of releasing from site. Part duration shall be paid on pro-rata basis) NEED BASED FOR COMMISSIONING
1
6800
6800
Providing "Telescopic/CRAWLER" type crane (100 Ton capacity wheel mounted) including fuel, lube and operator & helper charges, sling web belts d- shackles, guiding ropes etc for lifting/shifting/loading/ unloading material like pipes, equipment, fittings, pipe-spools, concrete blocks, drums, boxes boulders, crates, scraps etc as directed (1 day= 8 hours; time of deployment shall be reckoned from time of machinery reporting to site time of releasing from site. Part duration shall be paid on pro-rata basis) NEED BASE
1
93500
93500
Providing "Telescopic" type crane (40 Ton capacity wheel mounted) including fuel, lube and operator & helper charges, sling web belts d- shackles, guiding ropes etc for lifting/shifting/loading/ unloading material like pipes, equipment, fittings, pipespools, concrete blocks, drums, boxes boulders, crates, scraps etc as directed (1 day=8 hours; time of deployment shall be reckoned from time of machinery reporting to site time of releasing from site. Part duration shall be paid on pro-rata basis) NEED BASE
1
49300
49300
Contractor to provide & mobilise following Manpower as per the instructions of B AND R Engineer in- charge. However, 2 weeks' notice shall be given for mobilisation and 1 day notice Shall be given for demobilisation. Note that quoted rate of manpower deployment shall be inclusive of required PPEs and facilities required for functioning at site. (1 Man-Month should be considered as 30 man-days.
-
-
-
Lead Safety Officer
10
51000
510000
Safety Supervisor
10
34000
340000
Discipline Engineer (Mechanical)
10
34000
340000
Mechanical QA/QC Officer
12
42500
510000
"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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