Bridge And Roof Company India Limited Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Bridge And Roof Company India Limited Tender
Civil And Construction
Building Construction
Eprocure
Opening Date10 Apr 2024
Closing Date23 May 2024
Tender Amount₹ 22,27,22,420
Costs
EMD
₹ 47,90,000Document Cost
₹ 28,261Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_BandR_803604_1Bid Award Id
ViewTender No
BandR/HO/51255 / GCW-II/NIT/SC/01Tender Authority
Bridge And Roof Company India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
eNIT-GCW-II-51255-BUILDING-3-GAIL
BOQ Items
100 mm NB.
15
32625
2175
150 mm NB.
1
3263
3263
WIRING
-
-
-
Supply and laying of (surface type) approved make of black enamelled steel conduit of following diameter and associated fittings from lighting/power panel, telephone, firealarm/plant communication points etc., including supply of G.I. sheet steel junctionboxes with acrylic cover, pull wire, including all labour and materials, as per approveddrawings, specifications of this tender and directions of Engineer-in-Charge.
-
-
-
25 mm diameter
100
13600
136
40 mm diameter
35
9205
263
Supply and installation of 50 mm x 50 mm, (18 SWG) 'METSEC' channel with removable cover, including supply of all connected hardware, supports, all labour and materials,as per approved drawings, specifications of this tender and directions of Engineer-inCharge.
200
105200
526
Supply and laying of (concealed type) PVC conduit of following diameter and associated fittings in brick walls, RCC slabs/ceilings for lighting/ power/telephone,fire alarm/plant communication points etc., including supply of G.I. sheet steeljunction boxes with acrylic cover, pull wire, making cuts and chasis in built up brickwork, RCC slabs/ceilings and making good the same, including all labour andmaterials, as per approved drawings, specifications of this tender and directions ofEngineer-in-Charge.
-
-
-
25 mm diameter.
2000
126000
63
40 mm diameter
700
82600
118
CIVIL WORKS/M.S. CHEQUERED PLATE
-
-
-
Supply, fabrication and installation of 6 mm thick M.S. chequered plate for covering floor cut- outs/cable trenches etc., including all labour and materials, as per approveddrawings, specifications of this tender and directions of Engineer-in-Charge
-
-
-
6 mm thick M.S. chequered plate.
10
36700
3670
Supply and installation of fire proof sealing system as per IEC-60332 including supply and fabrication of steel frames and other accessories (cement, gravel, sand etc.)including drilling, cutting, welding, surface preparation, dressing/ chipping ofconcrete, enlargement etc. including all minor masonry and structural works andrepair of all damages in line with the enclosed job specification and instructions of theEngineer-in-Charge
1
45314
45314
Making through and through cut outs in pockets of size 150 mm dia in the RCCfloor/walls of trenches/buildings of thickness upto 200mm for facilitation cableentries using concrete cutting machines including all labour and materials as perapproved drawings, specifications of this tender and directions of Engineer -in-charge
2
2176
1088
Supply and Laying of PVC conduits as per the specifications of this tender anddirections of the Engineer-in-Charge.
-
-
-
Supply and Laying of PVC conduits of sizes OD 50 mm
1500
408000
272
STRUCTURAL
-
-
-
Earthwork Filling by excavation
-
-
-
EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged byCONTRACTOR for all leads, transporting the earth from borrow area including cleaning& stripping the earth at borrow areas, breaking clods, loading, unloading and laying atall depths and heights in layers of thickness not exceeding 15 cms., watering, rollingand ramming by manual methods/mechanical compactors to achieve 90% of themaximum laboratory dry density, dressing, trimming, levelling the top surface etc. infoundations, plinths, trenches etc. all complete.
50
24000
480
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 anyother works etc. including shuttering, tamping, ramming, vibrating, curing etc. all asspecified in any shape, position, thickness and finishing the top surface rough orsmooth as specified and directed all complete for concrete of nominal mix 1:5:10 bymass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mmand down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDINGCEMENT SUPPLIED BY THE CONTRACTOR.
420
2009700
4785
Providing and laying PLAIN CEMENT CONCRETE of nominal mix 1:3:6 by mass (1Cement : 3 Sand : 6 Crushed Stone Aggregates) with 10mm and down size gradedcrushed stone aggregates below and upto plinth level as SCREED in trenches, floorslabs, sumps, channels, drains etc. for all depths including shuttering, tamping, curingetc. as specified in any shape, level, thickness, position and finishing the top surfacesmooth etc. all complete as directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BYTHE CONTRACTOR.
35
188405
5383
Providing and laying PLAIN CEMENT CONCRETE of nominal mix 1:3:6 by mass (1Cement : 3 Sand : 6 Crushed Stone Aggregates) with 10mm and down size gradedcrushed stone aggregates above plinth level as SCREED in floor slabs, roofs, chajjas,canopies, gutters etc. for all heights including shuttering, tamping, curing etc. asspecified in any shape, level, thickness, position and finishing the top surface smoothetc. all complete as directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THECONTRACTOR.
270
1739880
6444
Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinthlevel in foundations, drains, fillings, non-suspended floors, pavements & ramps or anyother works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all asspecified in any shape, position, thickness and finishing the top surface rough orsmooth as specified and directed all complete for concrete grade M20 with 20mm anddown size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDINGCEMENT SUPPLIED BY THE CONTRACTOR.
376
2324056
6181
RCC Substrutures - Non FIM Items
-
-
-
Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g.foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs,counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors,staircases, landings, steps, brackets etc., including equipment/ machine foundations& pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement washon concrete surface (wherever no other surface application is specified), providingpockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping,curing and rendering if required to give a smooth and even surface etc. (EXCLUDINGTHE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depthsbelow and upto plinth level in any shape, position and thickness etc. all complete asspecified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THECONTRACTOR.
2648
18766376
7087
Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mmand down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g.trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applyingcement 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. allcomplete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENTSUPPLIED BY THE CONTRACTOR
79
587839
7441
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 insuspended 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 asspecified on the drawing), providing cement wash (wherever no other surfaceapplication is specified), providing pockets, openings, recesses, chamfering whereverrequired, vibrating, tamping, curing and rendering if required to give a smooth andeven surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTHLEVEL in any shape, position, thickness etc. all complete as specified, shown anddirected. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.
2272
18757632
8256
Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mmand down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE insuspended 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 asspecified on the drawing), providing cement wash (wherever no other surfaceapplication is specified), providing pockets, openings, recesses, chamfering whereverrequired, vibrating, tamping, curing and rendering if required to give a smooth andeven surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING ANDSPECIFIED ADMIXTURES) FOR ALL HEIGHTS MORE THAN 20 m ABOVE PLINTH LEVEL inany shape, position, thickness etc. all complete as specified, shown and directed. ALLMATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.
515
4676715
9081
RCC Flooring - Non FIM Items
-
-
-
Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20mm and down size graded crushed stone aggregates / gravel in NON-SUSPENDED slabs /pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternatepanels to required slopes, all necessary form work and finishing the top surface roughor smooth, including cost of admixtures if used, providing pockets, openings,recesses, chamfering etc., wherever required, vibrating, tamping, curing and renderingif required to give a smooth and even surface etc. (EXCLUDING THE COST OFREINFORCEMENT AND SHUTTERING) for all depths below and upto plinth level in anyshape, position and thickness etc. all complete as specified, shown and directed. ALLMATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR
4
24108
6027
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 stoneaggregates/gravel, each unit upto and inclusive of 500 kg. for all leads, levels, shapesand thickness including all moulds, shuttering and centering, vibrating, tamping,curing, chamfering wherever required, finishing the top surface with cement mortar1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish asspecified, 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 cementsupplied by the contractor
16
250272
15642
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 includingtransporting the Steel, straightening, cleaning, decoiling, cutting, bending to requiredshapes and lengths as per details, binding with 18 SWG black soft annealed bindingwire at every intersection, supplying and placing with proper cover blocks, supports,chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. allcomplete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.
790
65302980
82662
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, noncirculartunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pourconcreting, strutting, bracing, propping etc., keeping the same in position duringconcreting and removal of the same after specified period etc. for Straight/ InclinedShuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts orany other fixture etc. all complete and as specified and directed.
7936
2372864
299
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, noncirculartunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for allheightsabove plinth level including shuttering for single pour concreting, strutting,bracing,propping etc., keeping the same in position during concreting and removal ofthesame after specified period etc. for Straight/ Inclined Shuttering, keepingnecessaryprovision for inserts, projecting dowels, anchor bolts or any other fixtureetc.all complete and as specified and directed.
18159
10695651
589
Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING infoundations in all types for Columns, Beams, Slabs, Walls, etc. of Buildings for alldepths below and upto & inclusive of plinth level, including strutting, bracing,propping etc., keeping the same in position during concreting and removal of thesame after specified period etc. for Straight/ Inclined Shuttering, keeping necessaryprovision for inserts, projecting dowels, anchor bolts or any other fixture etc. allcomplete and as specified and directed.
9
3267
363
Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING insuperstructures in all types for Columns, Beams, Slabs, Walls, etc. of Buildings for allheights above plinth level, including strutting, bracing, propping etc., keeping thesame in position during concreting and removal of the same after specified period etc.for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projectingdowels, anchor bolts or any other fixture etc. all complete and as specified anddirected.
9
6363
707
Expansion joints - Non FIM Items
-
-
-
Supplying and fixing in position 50 mm (2X25 mm) thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at alllocations and levels in concrete structures etc. all complete as shown, specified anddirected.
150
274650
1831
Supplying and sealing EXPANSION JOINTS 50 mm wide and 12mm deep at all locationsand levels in Concrete Structures with approved two part liquid POLYSULPHIDESEALING COMPOUND as per IS:12118 including raking of joints etc. all complete asshown, specified and directed.
280
147280
526
Mechanical Rebar Couplers - Non-FIM items
-
-
-
"Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointinghigh strength deformed steel reinforcement bars of Grade Fe500D (conforming toIS:1786) of dia. upto and inclusive of 25 mm at all levels & locations including testingas per manufacturer's recommendations, adjusting etc. all complete as specified anddirected.
10
2170
217
"Supplying and fixing MECHANICAL REBAR COUPLER of approved make for jointinghigh strength deformed steel reinforcement bars of Grade Fe500D (conforming toIS:1786) of dia. above 25 mm at all levels & locations including testing as permanufacturer's recommendations, adjusting etc. all complete as specified anddirected.
10
2760
276
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 ofapproved 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 strengthdeformed steel reinforcement bars of dia. upto 12 mm of Grade Fe500D (conformingto IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as permanufacturer's recommendations), adjusting and making good any damage done tothe structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL INCONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.
10
8700
870
Designing, supplying and fixing rebars in already cast concrete, including drilling,cleaning hole with air blow-out & wire-brush and injecting odourless Chemical ofapproved make, packed in dual foil, with the help of dispenser into a hole of diameterand depth as per manufacture specification, at all levels & locations for high strengthdeformed 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 damagedone to the structure etc. all complete as specified and directed. SUPPLY OF ALLMATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS
10
9330
933
Designing, supplying and fixing rebars in already cast concrete, including drilling,cleaning hole with air blow-out & wire-brush and injecting odourless Chemical ofapproved make, packed in dual foil, with the help of dispenser into a hole of diameterand depth as per manufacture specification, at all levels & locations for high strengthdeformed 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 damagedone to the structure etc. all complete as specified and directed. SUPPLY OF ALLMATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.
10
11600
1160
CONCRETE FOR LIQUID RETAINING/LEAK PROOF STRUCTURES (REFER SPECIFICATION NO.6-68-0005
-
-
-
RCC - Non FIM Items
-
-
-
Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M-30 (minimum Cement content shall be as per EIL Specifications) with 20 mm and downsize graded crushed stone aggregates/ gravel at all positions and in any shape andthickness, in SUB-STRUCTURE, leaving pockets, recesses, vibrating, tamping, curing,testing (for leak-proofness) and rendering (if required to give smooth and evensurface) in foundations, walls , beams, buttresses, columns, piers, slabs, tunnels,basements, storage bins, reservoirs etc. including cement wash (if no other surfaceapplication is specified) but excluding the cost of Reinforcement, Shuttering andspecified admixtures, all complete as specified and directed. ALL MATERIALSINCLUDING CEMENT SUPPLIED BY CONTRACTOR.
4
31356
7839
Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M-30(minimum Cement content shall be as per EIL Specifications) with 20 mm and downsize graded crushed stone aggregates/ gravel at all positions and in any shape andthickness, in SUPER-STRUCTURE AT ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVEPLINTH LEVEL, leaving pockets, recesses, vibrating, tamping, curing, testing (for leakproofness)and rendering (if required to give smooth and even surface) in foundations,walls,beams, buttresses, columns, piers, slabs, tunnels, trenches, basements, storagebins,reservoirs etc. (Excluding isolated/ overhead water tanks supported on staging)includingcement wash (if no other surface application is specified) but excluding thecostof Reinforcement, Shuttering and specified admixtures, all complete as specifiedanddirected. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR
4
36108
9027
Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M-30(minimum Cement content shall be as per EIL Specifications) with 20 mm and downsize graded crushed stone aggregates/ gravel at all positions and in any shape andthickness, in SUPER-STRUCTURE AT ALL HEIGHTS MORE THAN 20 m ABOVE PLINTHLEVEL, leaving pockets, recesses, vibrating, tamping, curing, testing (for leakproofness) and rendering (if required to give smooth and even surface) infoundations, walls, beams, buttresses, columns, piers, slabs, tunnels, trenches,basements, storage bins, reservoirs etc. (Excluding isolated/ overhead water tankssupported on staging) including cement wash (if no other surface application isspecified) but excluding the cost of Reinforcement, Shuttering and specifiedadmixtures, all complete as specified and directed. ALL MATERIALS INCLUDINGCEMENT SUPPLIED BY CONTRACTOR.
4
38788
9697
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% byweight of cement (whichever is minimum), to make it leak proof/ water tight etc. allcomplete as specified and directed.
18
720
40
PVC Water bars - Non FIM Items
-
-
-
Supplying and fixing in position 230mm wide x 5mm thick approved PVC WATERSTOPS as per manufacturer's specifications in R.C.C. Structures including cutting,fixing, jointing by vulcanising etc. all complete as shown specified and directed.
4
1340
335
STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006
-
-
-
General Steel Works - Non FIM Items
-
-
-
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/ compoundsections made out of rolled sections and/or plates/ bent plates in all types ofstructural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excludingsilos, bunkers, hoppers, etc., cutting to required size, straightening/ bending ifrequired, edge preparation, cleaning, preheating, bolting/ welding of joints, (includingsealing the joints of box sections with continuous welding and plugging any openends & holes of box sections), finishing edges by grinding, fixing in line and level withtemporary staging & bracing and removal of the same after erection, grouting withOrdinary Grout or premix free flow Nonshrink Grout as specified, includingpreparation and submission of detailed fabrication drawings, preparing the surface forpainting (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(Except Structural Steel) IN CONTRACTOR'S SCOPE.
Note:- 1. Structural Steel Shall be provided as FIM by B AND R.
3.5
79751
22786
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 ofrolled sections and/or plates/ bent plates in all types of structural frameworks, floorbeams, 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 boxsections with continuous welding and plugging any open ends & holes of boxsections), finishing edges by grinding, fixing in line and level with temporary staging &bracing and removal of the same after erection, grouting with Ordinary Grout orpremix free flow Nonshrink Grout as specified, including preparation and submissionof detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) andapplying 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(Except Structural Steel) IN CONTRACTOR'S SCOPE.
Note:- 1. Structural Steel Shall be provided as FIM by B AND R.
2
47472
23736
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 GradeE250A / E250BR / E250B0 (conforming to IS:2062 at all locations and levels UPTO &INCLUSIVE OF 20 m ABOVE HPP/ FGL including all builtup sections/ compoundsections made out of rolled sections and/or plates/ bent plates in all types ofstructural frameworks, floor beams, stairs, or any other structural items or accessoriesto support equipments, piping, conveyor galleries, towers, masts, etc., but excludingsilos, bunkers, hoppers, etc., cutting to required size, straightening/ bending ifrequired, edge preparation, cleaning, preheating, bolting/ welding of joints,(including sealing the joints of box sections with continuous welding and plugging anyopen ends & holes of box sections), finishing edges by grinding, fixing in line andlevel 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 thesurface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat ofF-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per JobSpecification, wherever applicable) after fabrication etc.. all complete.SUPPLY OF ALL MATERIAL(Except Structural Steel) IN CONTRACTOR'S SCOPE.
Note:- 1. Structural Steel Shall be provided as FIM by B AND R.
0.5
11868
23736
Fabricating at CONTRACTOR's shop outside the plant boundary,transporting fabricated items to site, unloading, storing, erecting in position andtesting/ examining , bolted and/ or welded STRUCTURAL STEEL WORKS of GradeE250A / E250BR / E250B0 (conforming to IS:2062 at all locations and levels MORETHAN 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections madeout 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 supportequipments, 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 sealingthe 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 withtemporary staging & bracing and removal of the same after erection, grouting withOrdinary Grout or premix free flow Nonshrink Grout as specified, includingpreparation and submission of detailed fabrication drawings, preparing the surface forpainting (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(Except Structural Steel) IN CONTRACTOR'S SCOPE.
Note:- 1. Structural Steel Shall be provided as FIM by B AND R.
1
24685
24685
Transporting, storing, fabricating & 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 mABOVE HPP/ FGL, including all builtup sections/ compound sections made out ofrolled sections and/ or plates/ bent plates in all types of structural frameworks, floorbeams, 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 boxsections with continuous welding and plugging any open ends & holes of boxsections), finishing edges by grinding, fixing in line and level with temporary staging &bracing and removal of the same after erection, grouting with Ordinary Grout orpremix free flow Nonshrink Grout as specified, including preparation and submissionof detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) andapplying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EILSpecification No. 6-79-0020 (or as per Job Specification, wherever applicable) afterfabrication etc., all complete. SUPPLY OF ALL MATERIAL(Except Structural Steel) IN CONTRACTOR'S SCOPE.
Note:- 1. Structural Steel Shall be provided as FIM by B AND R.
3.5
83076
23736
"Transporting, storing, fabricating & 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 ABOVEHPP/ 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 boxsections with continuous welding and plugging any open ends & holes of boxsections), finishing edges by grinding, fixing in line and level with temporary staging &bracing and removal of the same after erection, grouting with Ordinary Grout orpremix free flow Nonshrink Grout as specified, including preparation and submissionof detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) andapplying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EILSpecification No. 6-79-0020 (or as per Job Specification, wherever applicable) afterfabrication etc., all complete. SUPPLY OF ALL MATERIAL(Except Structural Steel) IN CONTRACTOR'S SCOPE.
Note:- 1. Structural Steel Shall be provided as FIM by B AND R.
1
24685
24685
"Fabricating at CONTRACTOR's shop outside the plant boundary,transporting fabricated items to site, unloading, storing, erecting in position andtesting/ examining , bolted and/ or welded STRUCTURAL STEEL WORKS of GradeE350BR / E350B0 (conforming to IS:2062 at all locations and levels UPTO & INCLUSIVEOF 20 m ABOVE HPP/ FGL including all builtup sections/ compound sections made outof rolled sections and/ or plates/ bent plates in all types of structural frameworks,floor beams, stairs, or any other structural items or accessories to supportequipments, 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 sealingthe 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 withtemporary 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 forpainting (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(Except Structural Steel) IN CONTRACTOR'S SCOPE.
Note:- 1. Structural Steel Shall be provided as FIM by B AND R.
69.5
1715607
24685
"Fabricating at CONTRACTOR's shop outside the plant boundary,transporting fabricated items to site, unloading, storing, erecting in position andtesting/ examining , bolted and/ or welded STRUCTURAL STEEL WORKS of GradeE350BR / E350B0 (conforming to IS:2062 at all locations and levels MORE THAN 20 mABOVE HPP/ FGL including all builtup sections/ compound sections made out of rolledsections 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 boxsections with continuous welding and plugging any open ends & holes of boxsections), finishing edges by grinding, fixing in line and level with temporary staging &bracing and removal of the same after erection, grouting with Ordinary Grout orpremix free flow Nonshrink Grout as specified, including preparation and submissionof detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) andapplying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EILSpecification No. 6-79-0020 (or as per Job Specification, wherever applicable) afterfabrication etc.. all complete. SUPPLY OF ALL MATERIAL(Except Structural Steel) IN CONTRACTOR'S SCOPE.
Note:- 1. Structural Steel Shall be provided as FIM by B AND R.
1
25635
25635
Painting - Non FIM Items
-
-
-
Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 10.2 of Table 10.0 of EIL Specification No. 6-79-0020 (or as per JobSpecifications, wherever applicable) over the coat of shop primer already applied,including storage, surface preparation, degreasing, cleaning, drying, providingnecessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 7.2.1 of Table 7.2 of EIL Specification No. 6-79-0020 (or as per JobSpecifications, wherever applicable), for steel structures (excluding ladders, spiralstairways & hand rails) at all location & levels, all complete as specified, in OFFISTE(COASTAL) areas as well as UNIT (INLAND & COSTAL) areas considering environmentalclassification as INDUSTRIAL MARINE. SUPPLY OF ALL MATERIAL IN CONTRACTOR'SSCOPE. (Unit rate based on Structural steel weight).
126.5
1539631
12171
Supplying and applying COATING (Post-erection/ Field) of approved quality and shadeas per Sl. No. 8.1 of Table 8.0 of EIL Specification No. 6-79-0020 (or as per JobSpecifications, wherever applicable) for painting over the coat of shop primer &galvanisation already applied, including storage, surface preparation, degreasing,cleaning, drying, providing necessary arrangement for access, testing etc. includingtouching up of shop primer coat, for LADDERS, SPIRAL STAIRWAYS & HAND RAILS at alllocation & levels, all complete as specified. SUPPLY OF ALL MATERIAL INCONTRACTOR'S SCOPE. (Unit rate based on weight of steel)
5
23110
4622
Grouting
-
-
-
Supplying & applying Grouting below the bases of structural steel members with Free-flow Non-shrink Cementitious Grout of approved make.
2
26390
13195
STRUCTURAL STEEL WORKS (TUBULAR/HOLLOW SECTION) (REFER SPECIFICATION NO.6-68-0007)
-
-
-
Yst310 IS 4923
-
-
-
Fabricating at contractor's workshop outside plant boundary, mock assembly, protective packing after applying primer, transporting fabricated items tosite, and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS, USINGCOLD FORMED (RECTANGULAR/SQUARE) HOLLOW SECTIONS conforming to IS:4923,Grade Yst 310 ( Raw material used for these steel shall be hot rolled coil of minYst=310 MPa) of approved make, including all built-up sections/ compound sectionsmade out of rolled sections and/or plates/ bent plates, in all types of structuralframeworks, truss, floor beams, stairs, sag rods, ladders or any other structural itemsor accessories to support equipments, piping, conveyor galleries, towers, masts, etc.,but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/bending if required, edge preparation, cleaning, preheating, welding/bolting of joints,(including sealing the joints of box sections with continuous welding and plugging anyopen ends & holes of box sections), finishing edges by grinding, including preparationand submission of detailed fabrication drawings, planning location of splices instructural assembly to suit transportation ease and minimum number of joints at site,preparing the surface for painting (SSPC-SP-10), applying pre-erection/ shop primer(1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as perJob Specifications, wherever applicable) after fabrication etc. all complete.Identification of the prefabricated items supplied to site as per design drawings atconstruction site to facilitate storage/erection by others. SUPPLY OF ALL MATERIAL(Except Structural Steel) INCLUDING GALVANIZED NUTS, WASHER AND BOLTS FOR FIELD BOLTED JOINTS IS INCONTRACTOR'S SCOPE. (ALL FIELD CONNECTION SHALL BE BOLTED CONNECTIONUNLESS OTHERWISE MENTION IN AFC/ APPROVED FABRICATION DRAWING).
Note:- 1. Structural Steel Shall be provided as FIM by B AND R.
49.5
1080931
21837
MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008
-
-
-
Anchor Bolts - Non FIM Items
-
-
-
Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts,washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs,beams, walls etc. or any other place as directed including handling & transporting,straightening if required, turning from relevant size M.S. rounds to required diameter,threading, welding, providing necessary templates and auxiliary dummy structures, ifany, necessary tying and welding with reinforcement, adjustment of shuttering &reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts andpacking the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLYOF ALL MATERIALS IN CONTRACTOR'S SCOPE).
4
498164
124541
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. providingnecessary templates, staging, cutting, straightening, if required, bolting, welding asrequired and embedding in position on both Plain and Reinforced Cement concretemembers inclusive of adjusting shuttering & reinforcement/ any other fixture, weldingwhere necessary, tying and holding to correct level, line and position, any auxiliarydummy structures to support the heavy inserts, painting exposed surfaces with a coatof primer as per EIL Specification No. 6-79-0020 (or as per Job Specification whereverapplicable), etc. all complete for all depths and heights as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).
4
468836
117209
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 Cementconcrete members inclusive of adjusting shuttering & reinforcement/any other fixture,welding where necessary, tying and holding to correct level, line and position, anyauxiliary dummy structures to support heavy sleeves etc. all complete for all depthsand heights as specified and directed.
5
672460
134492
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 bythe 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 requiredsize, nosing, straightening if required, making the edges smooth, removing the burrs,fixing with manufacturer's supplied galvanised clamps, preparation and submission offabrication drawings, all complete as specified and directed (SUPPLY OF ALLMATERIALS IN CONTRACTOR'S SCOPE).
1
120172
120172
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-dipgalvanising (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. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or asper Job Specification, wherever applicable), preparation and submission of fabricationdrawings etc. all complete as specified, shown and directed. (SUPPLY OF ALLMATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured aslength of top rail only and not length of each element fixed)
130
248560
1912
Supplying, fabricating and fixing in position at all locations 1000mm highHORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location asdirected) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mmc/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening ifrequired, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning,surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS:4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparationand submission of fabrication drawings etc. all complete as specified, shown anddirected. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrailwork shall be measured as length of top rail only and not length of each elementfixed)
50
73850
1477
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 withminimum 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 ofdispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sidesand bottom), walls, columns etc. according to manufacturer's specifications includingall 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. allcomplete for all heights, depths and locations as specified and directed.
18
27072
1504
"Supplying, handling, transporting to site of work and fixing approved CHEMICALANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED withminimum 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 ofdispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sidesand bottom), walls, columns etc. according to manufacturer's specifications includingall 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 airblowout & wire-brush and making good any damage done to the structure etc. allcomplete for all heights, depths and locations as specified and directed.
18
33282
1849
"Supplying, handling, transporting to site of work and fixing approved CHEMICALANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED withminimum 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 ofdispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sidesand bottom), walls, columns etc. according to manufacturer's specifications includingall 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 airblowout & wire-brush and making good any damage done to the structure etc. allcomplete for all heights, depths and locations as specified and directed.
18
41274
2293
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 (excludingcircular/curved brick masonry) at all depths below plinth level including the cost ofmaterials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cuttingand laying of bricks, providing recesses, making openings of any shape & size,finishing the joints flush below ground level and raking out the joints above groundlevel, sealing the gap between masonry and soffit of beam/slab, embedding thefittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALSINCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.
149
839913
5637
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 (excludingcircular/curved brick masonry) at all heights above plinth level including the cost ofmaterials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cuttingand laying of bricks, providing recesses, making openings of any shape & size,finishing the joints flush below ground level and raking out the joints above groundlevel, sealing the gap between masonry and soffit of beam/slab, embedding thefittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALSINCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.
984
6055536
6154
HALF BRICK MASONARY with bricks of CLASS 5.0-Non FIM Items
-
-
-
Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour,scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying ofbricks, providing openings of any shape & size, raking out the joints, supplying andplacing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap betweenmasonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. allcomplete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BYCONTRACTOR.
264
186648
707
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 unserviceablematerial to spoil heaps anywhere within the plant boundary, all complete as specifiedand directed. (Excavation & backfilling shall be paid separately under relevant items).
1
1378
1378
Demolishing BRICKWORK (taking all necessary safety precautions) for all heights aboveplinth level including supply of all tools and tackles, necessary scaffolding, propping,underpinning, cleaning and stacking of serviceable material, disposal of unserviceablematerial to spoil heaps anywhere within the plant boundary, all complete as specifiedand directed.
1
1486
1486
RCC - Non FIM Items
-
-
-
Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessaryscaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcementbars as per drawings, disposal of the unserviceable material to spoil heaps anywherewithin the plant boundary, all complete at all heights and depths, as specified anddirected. (Excavation and backfilling shall be paid separately under relevant items).
4
1740
435
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/weldingof reinforcement bars as per drawings, disposal of the unserviceable material to spoilheaps anywhere within the plant boundary, all complete at all heights and depths, asspecified and directed. (Excavation and backfilling shall be paid separately underrelevant items).
4
2176
544
Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING,beyond 50mm and upto & inclusive of 100mm thickness including supply of all tools &tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/weldingof reinforcement bars as per drawings, disposal of the unserviceable material to spoilheaps anywhere within the plant boundary, all complete at all heights and depths, asspecified and directed. (Excavation and backfilling shall be paid separately underrelevant items).
4
3408
852
Chipping of RCC WORK (taking all necessary safety precaution) by CHISELLING forthickness more than 100mm for all depths below plinth level including supply of alltools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting,lapping/welding the reinforcement bars as per drawings & cleaning the same by wirebrushing, washing the exposed surfaces, disposal of the unserviceable material tospoil heaps anywhere within the plant boundary, all complete as specified anddirected. (Excavation and backfilling shall be paid separately under relevant items).
1
3408
3408
Chipping of RCC WORK (taking all necessary safety precaution) by CHISELLING forthickness more than 100mm for all heights above plinth level including supply of alltools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting,lapping/welding the reinforcement bars as per drawings & cleaning the same by wirebrushing, washing the exposed surfaces, disposal of the unserviceable material tospoil heaps anywhere within the plant boundary, all complete as specified anddirected.
1
3752
3752
Making cut-outs in RCC slab/ wall upto a thickness of 400mm (taking all necessarysafety precautions) by vibration-less spark-free mechanical means like core-cutting,wet cutting by diamond wall saw system at all depths & heights including supply of alltools & tackles, necessary scaffolding etc. cutting of reinforcement bars, disposal ofunserviceable material, plastering & finishing the cut surfaces, all complete asspecified and directed by the Engineer-in- Charge (Measurement on Plan/ ElevationArea basis).
9
122346
13594
Demolishing RCC WORK (taking all necessary safety precautions) for all depths belowplinth 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 heapsANYWHERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed.Disposal areas outside plant Boundary to be arranged by the contractor. Royalty asapplicable for disposal outside plant limits to be borne by the Contractor. (Excavation& backfilling shall be paid separately under relevant items).
4
9352
2338
Demolishing RCC WORK (taking all necessary safety precautions) for all heights aboveplinth 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 heapsANYWHERE OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed.Disposal areas outside plant Boundary to be arranged by the contractor. Royalty asapplicable for disposal outside plant limits to be borne by the Contractor. (Excavation& backfilling shall be paid separately under relevant items).
4
10152
2538
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, necessaryscaffolding, propping, underpinning etc. disposal of unserviceable material to spoilheaps ANYWHERE OUTSIDE THE PLANT BOUNDARY, all complete as specified anddirected. 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).
1
1613
1613
MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013)
-
-
-
Antitermite - Non FIM Items
-
-
-
Providing and injecting approved chemical emulsions as specified for pre-constructional ANTI-TERMITE TREATMENT and creating a chemical barrier under andaround column pits, wall trenches, basement excavations, top surfaces of plinthfilling, junction of wall and floor, along the external perimeter of building, expansionjoints, surrounding of pipes and conduits etc. all complete as specified and directed.(Plinth area of the building at ground floor only shall be measured).
5340
1436460
269
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 specifiedlevels to achieve 85% relative density as per IS:2720 Part XIV, including preparation ofsubgrade to the required slope, providing testing apparatus and testing the degree ofconsolidation all complete as per drawings, specifications and direction of Engineerin-charge.The rates shall be inclusive of the cost of all labour, material, equipmentsetc.all complete .
1020
1294380
1269
DPC - Non FIM Items
-
-
-
Providing and laying 40mm thick DAMP PROOF COURSE with plain cement concrete of nominal mix of 1:1.5:3 with 10mm & down size graded crushed stone aggregates intwo layers of 20mm thick with two coats of hot bitumen (Grade A90/S90 conformingto IS:73) applied @ 1.7 Kg/sq.m. over each layer as per specifications includingcleaning, watering the top surface of walls, centering, shuttering, placing, tamping,curing, sprinkling an even layer of dry & sharp sand over the hot bitumen etc. allcomplete as specified and directed.
580
252300
435
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) inconcrete as per manufacturer's specification for protection of reinforcement againstcorrosion. Supply of admixture in Contractor's scope.
17167
1751034
102
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 ofstructure at all depths and heights including cleaning of concrete surface, removing ofall 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. allcomplete as specified and directed. (Excavation, backfilling, removal of surplus earth,keeping pit dry by pumping/bailing subsoil water shall be paid separately underrelevant items).
13
15431
1187
CONCRETE BLOCK MASONRY (REFER SPECIFICATION NO. 6-68-0016)
-
-
-
Autoclaved Aerated Cement Block - Non-FIM Item
-
-
-
Providing and laying Autoclaved Cellular(Aerated) cement block masonry of grade1 5.0 confirming to IS: 2185 (Part-3), in cement mortar 1:4 (1 Cement : 4 Coarse Sand) inone or more block thickness and in any shape (excluding circular/ curved blockmasonry) at all depths below plinth level including the cost of materials, labour,scaffolding/ staging, sampling & testing, soaking of blocks, cutting and laying ofblocks, providing recesses, making openings of any shape & size, finishing the jointsflush below ground level and raking out the joints above ground level, sealing the gapbetween masonry and soffit of beam/slab, filling the blocks with mortar at specifiedlocations, supplying and placing in position 2 Nos. 6 mm dia M.S. bars at every thirdcourse, embedding the fittings & fixtures, curing, etc. all complete as perspecifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.
506
3443836
6806
Providing and laying Autoclaved Cellular(Aerated) cement block masonry of grade1 5.0 confirming to IS: 2185 (Part-3), in cement mortar 1:4 (1 Cement : 4 Coarse Sand) inone or more block thickness and in any shape (excluding circular/ curved blockmasonry) at all heights above plinth level including the cost of materials, labour,scaffolding/ staging, sampling & testing, soaking of blocks, cutting and laying ofblocks, 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 gapbetween masonry and soffit of beam/slab, filling the blocks with mortar at specifiedlocations, supplying and placing in position 2 Nos. 6 mm dia M.S. bars at every thirdcourse, embedding the fittings & fixtures, curing, etc. all complete as perspecifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.
4311
31569453
7323
GENERAL CIVIL
-
-
-
CONCRETE PAVEMENTS
-
-
-
Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, ifnecessary, making recess/drains, laying in alternate panels, etc. for all depthsincluding shuttering, tamping, curing, etc. as specified in any shape, thickness,position and finishing the top surface smooth etc. all complete as per drawings,specifications and directions of Engineer-in-Charge.
-
-
-
For RCC of M-30 grade concrete (all materials including cement but excluding cost of providing & fixing reinforcementand joint sealing shall be supplied by the contractor).
400
2885600
7214
Supplying and laying of 150 micron thick HM HDPE (Grade-I) FILM lining conformingto IS 10889 below concrete pavements, Hard stand, at any other place etc. includingroyalties, taxes, handling, transportation, unloading, storage, joining etc. all completeas per drawings, manufacturer's specifications and directions of Engineer-in-charge.
2000
254000
127
Supply of all materials and Construction of DRY LEAN CEMENT CONCRETE SUB-BASE (7days compressive strength of 10.0 MPa) with 26.5mm and down size aggregateincluding ordinary portland cement 43 Grade, water, and approved additives on aprepared sub-grade, mixed in batching plant, transported to site, for all leads & lifts,laid, compacted, finished and cured etc. complete as per IRC:SP:49 (Guidelines for theuse of Dry Lean Concrete as Sub-Base), drawings, standards, specifications anddirections of Engineer-in-charge.
2000
5800000
2900
Providing 20mm wide Expansion Joints in pavement slabs as per std. No.7-65-0404including cleaning the joints of all loose material, filling with 20mm thick impregnatedfibre boards for the full depth of slab except for 25mm depth from top and sealingthe top 25mm with approved Polyurethene Sealant (Cold Poured) as per IRC-57 etc.all complete as per drawings, specifications and directions of Engineer-in-Charge
-
-
-
For type-I pavement (Upto and inclusive of thickness of 200 mm).(Including providing and laying MS dowel bar, painting as required, GI pipe and capand cotton waste).
200
328000
1640
Providing joints in pavements and around foundations as per std. no.7-65-404including cleaning the joints of all loose materials and sealing with approved Polyurethene Sealant (Cold Poured) as per IRC-57 as required etc. complete as perdrawings, specifications and directions of Engineer-in-Charge for.
-
-
-
Construction joints 20mm wide x 25mm deep.
200
50800
254
Sealing joint around pedestal and column etc. 20mm wide x 200 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for25mm depth from top and sealing the top 25mm with approved Polyurethene Sealant(Cold Poured) as per IRC-57.
20
5080
254
Supply and installation of valves
-
-
-
Supply and installation of screwed valves as per piping material specification including fixing in position with threaded connections complete as per drawings, specificationsand directions of Engineer-in-charge.
-
-
-
Gate valve for following nominal sizes and piping material class
-
-
-
Dia 2 Inch Piping Material Class J2A
5
50210
10042
Dia 1 Inch Piping Material Class J2A
5
19665
3933
Dia 1.5 Inch Piping Material Class J2A
5
37295
7459
Globe valve for following nominal sizes and piping material class
-
-
-
Dia 1 Inch Piping Material Class J2A
55
103180
1876
Dia 2 Inch Piping Material Class J2A
5
38200
7640
Dia .75 Inch Piping Material Class J2A
40
41320
1033
Dia 1.25 Inch Piping Material Class j2A
5
16995
3399
Dia 1.5 Inch Piping Material Class J2A
5
19170
3834
MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS
-
-
-
Providing and laying brick masonry with locally available bricks of specified class (Brick of class lower than specified shall not be accepted) in cement mortar 1:4 (1 cement :4 Coarse sand) in one or more brick thickness and in any shape in foundation and plinth for valve pits, drains, circular/square maholes, wing walls, etc. includingproviding recesses, openings, etc. including curing, finishing the joints flush belowground level and raking out joints in plinth with all labour and material, etc. completeas per drawings, specifications and direction of Engineer-in-Charge. For followingBrick Class.
-
-
-
All materials including cement supplied by the Contractor and Following Brick Class
-
-
-
Brick Class 5
5
28455
5691
Providing 13mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valvespits, culverts, wing walls, etc. including cleaning and preparation of the surface,scaffolding, curing etc. for all depths and heights complete as per drawingsspecifications and direction of Engineer-in-Charge
-
-
-
All materials including cement supplied by the Contractor.
50
14500
290
Providing 16mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valvespits, inspection chambers, septic tanks,Compound wall, culverts, wing walls, etc.including cleaning and preparation of the surface, scaffolding, curing etc. for alldepths and heights complete as per drawings specifications and direction of Engineerin-Charge.
-
-
-
All materials including cement supplied by the Contractor.
10
3350
335
Supplying and fixing in position medium/ heavy duty CI manhole frame with lugs and cover conforming to IS-1726 including breaking of brick masonry or concrete surfaceto receive frame with lugs and making good the same with CM 1:3 including applyingtwo coats of anticorrosive paint inclusive of all labours and materials etc. complete
-
-
-
circular size 500 mm dia. Medium duty of grade MD-10
20
170560
8528
circular size 560 mm dia. Heavy duty of grade HD-20
20
273160
13658
Supplying 40 mm and down size brick bats and laying in compacted thickness of 100mm in places as directed by Engineer-in-charge, etc. complete as per drawings,specifications and direction of Engineer-in-Charge.
5
860
172
Providing cement mortar grouting on brick masonry / RCC wall for filling free spacebetween pipe body and masonry wall/concrete wall with 1:2 (1 cement: 2 sand) mortarincluding packing, consolidating, curing, finishing, etc. complete as per drawingsspecifications and directions of Engineer-in-Charge
-
-
-
All materials including cement supplied by the Contractor.
5
59995
11999
Supplying, fabricating and fixing in position in RCC or brick masonry walls MS rungs made out of 20mm dia. reinforcement bar of grade Fe500 TMT bar conforming to IS:1786 .Including laying or welding to keep in proper position etc. complete as perdrawings, specifications and instructions of Engineer-in-Charge.
100
16300
163
Supply of all materials, fabrication and erection in position, funnels, clean outs, plugs,flame arrester in vent pipe, bird mesh in vent pipe etc. including the cost of cutting,bolting/welding, painting with two coats of chlorinated rubber zinc phosphate primer@ 40µ DFT per coat and finish painting consisting of 2 coats of chlorinated rubberpaint @ 40µ DFT per coat, etc. complete as per drawings, specifications and directionof Engineer-in-Charge.
30
5550
185
Supplying, construction , testing & commissioning of RCC Neutralisation pit concrete ,providing lean concrete 1:5:10 (1 cement : 5 sand : 10 aggregate) at bottom ofNeutralisation pit and PCC 1:2:4 at Finished Grade Level, rungs, lime fill, acid prooflining, chequered plate with lifting hooks, grouting in 1:2 cement mortar(1 cement :2sand ), painting with bitumen primer and Epoxy paint, grouting between pipe and pitwall in 1:2 cement mortar (1 cement : 2 sand), reinforcement steel includingstraightening, cleaning, cutting, bending, keeping in proper position, centering,shuttering etc. including earth work in excavation in all types of soil except soft rockand hard rock, backfilling & disposal of surplus earth for all leads within the complexlimit etc. complete as per standards, drawings, specifications and directions ofEngineer-in-charge
-
-
-
All material including cement supplied by the Contractor For following grade ofconcrete.
-
-
-
grade of concrete M30
1
175365
175365
Providing 16mm thick average cement plaster in cement mortar 1:6 (1 cement: 6 sand)on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valvespits, culverts, walls, etc. including cleaning and preparation of the surface, scaffolding,curing etc. for all depths and heights complete as per drawings specifications anddirection of Engineer-in-Charge.All materials including cement supplied by the Contractor.
5
1585
317
MISCELLANEOUS ITEMS
-
-
-
Supplying & Laying 60mm thick interlocking Paver Blocks for footpaths and any other place etc. including providing 40 mm thick sand filling below Paver Blocks includingcompaction of sand layer, filling the joints by dry sand, providing precast kerb stoneof PCC M 30 at edges and at every 6.0m across the foot path, including preparation ofcompacted base/ sub base etc. all complete as per drawing, standard, specification and directions of Engineer-in-Charge. (All material including cement supplied bycontractor, paver blocks shall confirm to category "A" as per IRC SP63. Colour andshape of paver block shall be as per Owner requirement.).
20
14860
743
NDT Testing
-
-
-
DYE PENETRATION / MAGNETIC PARTICLE TEST Performing of magnetic particle test or dye penetration test including supply of all necessary materials, equipment and labourfor carrying out the work as per specs. and direction of Engineer-in -charge
-
-
-
DP TEST LENGTH(BW&SW)
18
972
54
MAGNETIC PARTICLE TEST
18
1638
91
RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever elseeven though not expressly mentioned but required to perform the work as perspecifications and instructions of Engineer-in-Charge. Radiographs shall besubmitted to the Engineer-in-charge. (Repeat Radiography due to defectiveradiograph on repaired joints due to Contractor's fault and for additional radiographynecessitated due to poor performance of contractor's welders shall be done atcontractor's cost) Note: Unit for radiography quantity is 'Nos of circumferential weld joints
-
-
-
FOR JOINTS THK. = 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)
-
-
-
Nominal Dia. 4 Inch
5
5440
1088
Nominal Dia. 6 Inch
5
8155
1631
FOR JOINTS THK. 8 (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)
-
-
-
Nominal Dia. 4 Inch
5
5440
1088
Installation of Valve
-
-
-
Transportation of all kind of valves( including special and motor operated valves) from owner's storage point to contractor's store/ work site and installation of valves for allrating including assembly of valve accessories, if any, fixing of gaskets, bolts/ nutsetc. complete as per specifications drawings and direction of Engineer-in-chargeincluding returning all unused/ surplus material to owner's storage point (valves alongwith accessories shall be supplied by owner as free issue material)
-
-
-
Flanged/ Wafer Valves
-
-
-
Nominal Dia. 6 Inch
4
9572
2393
Nominal Dia. 4 Inch
12
19140
1595
Restriction Orifice
-
-
-
Supplying of Restricted orifice plate including manufacture, delivery to owner's storage point all complete as data sheet, specifications, drawings and directions of Engineerin-Charge.For following nominal sizes of pipes and Piping material class.
-
-
-
Nominal Dia. 4 Inch Piping Material Class A33A
12
161496
13458
Rain Water Recharging Well
-
-
-
Construction of rain water recharging well including earthwork in excavation in all types of soils excluding soft rock and hard rock, excavation in soft rock and hard rockshall be paid under relevant item, backfilling and disposal of the debris/surplus earth within a lead of 100 m, supply of all filler materials, mild steel perforated pipe, precastcover slab, brick masonry etc all complete as per EIL standard drawings, specificationsand directions of Engineer-in-charge. (Depth of well upto 10.0m from ground level)For catchment area:
-
-
-
Up to 500 Sqm
1
193309
193309
Above 500 sqm and up to 1500sqm
1
247686
247686
Above 1500 sqm and up to 3000sqm
1
378461
378461
Above 3000 sqm and up to 5 hectare
1
476702
476702
Same as item no. 01GC.034.001 above but for additional depth of well beyond initial depth of 10m.
-
-
-
Upto 500 Sqm
10
60900
6090
Above 500 sqm and upto 1500sqm
10
71780
7178
Above 1500 sqm and upto 3000sqm
10
83830
8383
Above 3000 sqm and upto 5 hectare
10
165400
16540
Portable/ trolley mounted Extinguishers
-
-
-
Fabrication and Erection of piping (underground)
-
-
-
FABRICATION AND ERECTION OF PIPING (SPEC. NO.6-65-0030 and 6-44-0012) : Laying and joining of Carbon Steel pipes and specials underground includingtransportation of all material from Owner's storage point to worksite, earthwork inexcavation in all types of soil EXCLUDING SOFT ROCK AND HARD ROCK for pipetrenches, saddles, etc. including dewatering of rain and /or sub soil water, shoring &strutting if required, dressing of sides, levelining, grading & ramming of bottom oftrench, cutting of pipes if required, fitup, edge preparation, providing corrosionprotection tape coating as per specification, on pipes and specials, laying the pipes intrenches to required alignment and levels, welding the same after laying, installationof flanges, blind flanges, tapping for pressure gauges, temperature gauges and allother online instruments and fittings like elbows, reducers, tees, flanges, spectacleblinds and spacer blinds etc., providing reinforcing pads as per piping material specification, fixing of nuts, bolts, gaskets and washers, welding, corrosion protectioncoating of field joints, cutting of road wherever required and making good the same,testing for the corrosion protection coating as per specification, cleaning and flushingby water/ compressed air, hydrostatic/ pnuematic testing of the system, flushing,backfilling the trenches with select material from available excavated soil including reexcavatingthe deposited soil excavated earlier, breaking clods and laying in layers of15cm compacted thickness, watering, compacting with mechanical means like vibrorammersetc. to 90% of dry density as per IS:2720 Part-VII, disposal of surplus earth/unserviceablematerial to demarcated area anywhere within the complex limit etc.completeas per drawings, specifications and instructions of Engineer-in-Chargeincludingconnecting the pipes to manhole, including return of all unused / scrap pipe to owner's storage point (Pipes and fittings shall be supplied by owner as free issue material.) (Depth of excavation for pipe trench shall be upto 3.0m)
-
-
-
Carbon Steel Piping (Non IBR), Thickness =10 mm
-
-
-
Fabrication, For the following nominal sizes
-
-
-
NB upto 1.5 inch
5
3265
653
NB 2 inch - 6 inch
25
16325
653
Erection including corrosion protection coating, for Water System (Pressure Piping), For following Nominal Sizes
-
-
-
NB upto 1.5 inch
15
4890
326
NB 2 inch - 6 inch
50
16300
326
Erection including corrosion protection coating, for Waste Water Collection System (Gravity Flow), for following Nominal Sizes
-
-
-
NB upto 1.5 inch
5
1630
326
NB 2 inch - 6 inch
10
3260
326
Laying and joining of externally 3L PE pre-coated Carbon Steel pipes and specials underground including transportation of all material from Owner's storage point toworksite, earthwork in excavation in all types of soils excluding soft rock and hardrock, for pipe trenches, saddles, etc. including dewatering, shoring and strutting ifrequired, dressing of sides, levelling, grading and ramming of bottoms, cutting ofpipes to required lengths if required, edge preparation, laying the pipes in trenches torequired alignment and levels, welding the same after laying, installation of flanges,blind flanges, tapping for pressure gauges, temperature gauges and all other onlineinstruments, fixing of nuts, bolts, gaskets and washers, welding, carrying out repairsof coating defects not attributed to owner (i.e. defects occurring after taking over ofpipes from owner), coating of all field weld joints etc. as per specification, includingsupply of coating material for field joints,inspection and testing for the corrosionprotection coating as per specification, cutting of road wherever required and making good the same,hydrostatic testing of the system, flushing, backfilling the trencheswith select material from available excavated soil including re-excavating thedeposited soil excavated earlier, breaking clods and laying in layers of 15 cmcompacted thickness, watering, compacting with mechanical means like vibrorammers etc. to 90% of dry density as per IS:2720 Part- VII or 85% relative density asper IS: 2720 Part XIV as applicable, making good the surface, disposal of surplusearth/ unserviceable material to demarcated area anywhere within the complex limitetc. complete as per drawings, specifications and instructions of Engineer-in-Chargeincluding connecting the pipes to manhole, including return of all unused / scrappipes and specials to owner's storage point (All the materials except Pre-coated Pipesand fittings shall be supplied by contractor)(Pre-coated Pipes and fittings shall beissued free of cost by Owner.) (Depth of excavation for pipe trench shall be upto 3.0m)
-
-
-
Carbon Steel Piping (Non IBR), Thickness =10 mm
-
-
-
Fabrication, For the following nominal sizes
-
-
-
NB 2 inch - 6 inch
50
32650
653
Erection including corrosion protection coating of field joints, for Water System (Pressure Piping), For following Nominal Sizes
-
-
-
NB 2 inch - 6 inch
200
59800
299
Erection including corrosion protection coating of field joints, for Waste Water Collection System (Gravity Flow), for following Nominal Sizes
-
-
-
NB 2 inch - 6 inch
250
74750
299
Laying and joining of 3L-PE pre coated Carbon Steel pipes and specials underground including transportation of all material from Owner's storage point to worksite, cuttingof pipes to required lengths if required, edge preparation, laying the pipes in RCCtrenches to required alignment and levels, welding the same after laying, installationof flanges, blind flanges, tapping for pressure gauges, temperature gauges and allother online instruments, providing reinforcing pads as per piping materialspecification, fixing of nuts, bolts, gaskets and washers, welding, carrying out repairsof pipe and coating defects not attributed to owner (i.e. defects occurring after taking over of pipes from owner), coating of all field weld joints etc. as per relevantspecification, including supply of coating material for field joints, inspection andtesting for the corrosion protection coating as per specification, hydrostatic testing ofthe system, flushing etc. complete as per drawings, specifications and instructions ofEngineer-in- Charge including return of all unused / scrap pipes and specials toowner's storage point (All the materials except 3L-PE pre coated Carbon Steel pipesand fittings shall be supplied by contractor)(3LPE pre coated Carbon Steel pipes and fittings shall be issued free of cost by Owner.)(Construction of RCC trench, backfilling with sand shall be paid under separaterelevant items)
-
-
-
Carbon Steel Piping (Non IBR), Thickness =10 mm
-
-
-
Fabrication, For the following nominal sizes
-
-
-
NB 2 inch - 6 inch
20
13060
653
Erection , for Water System (Pressure Piping), For following Nominal Sizes
-
-
-
NB 2 inch - 6 inch
50
14050
281
Extra Over respective underground piping erection items but for excavation in soft rock for pipe trench, saddle etc. disposal of surplus/ unserviceable material todemarcated areas anywhere within the complex limit etc.
5
2810
562
Supply, fabrication and Erection of piping(underground)
-
-
-
Supply and Laying of U/G PPR pipe for Water Services
-
-
-
Supplying, laying and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes underground. Pipes shall conform to IS:15801; SDR 7.4 U V stabilized & antimicrobialfusion welded, having thermal stability for hot & cold water supply, including supplyand fixing of all PP-R plain & brass threaded polypropylene random fittings, PP-R Maleadopters, bends, elbows, tees, reducers, sockets, unions and other specials, cuttingpipes to required lengths, making connections, jointing, earthwork in excavation forpipe trenches, etc. in all types of soil excluding soft rock and hard rock includingdewatering, shoring and strutting if required, dressing of sides, levelling, grading andramming of bottoms, including laying of pipes in trenches, hydrostatic testing of the piping, backfilling the trenches with selected/approved earth fill material, cutting ofroads wherever required, making good the road surface after laying, disposal ofsurplus earth at a designated area anywhere within complex limit etc. all complete asper drawings, manufacturer specifications and directions of Engineer-in-Charge. Forthe following Nominal Bore (NB) pipe:
-
-
-
Nominal Dia. 32 mm
60
28560
476
Nominal Dia. 50 mm
60
38040
634
Nominal Dia. 25 mm
70
22190
317
Nominal Dia. 38 mm
80
42080
526
Under Ground Sewer System - HDPE Pipe
-
-
-
Supplying, laying and jointing of underground approved quality HDPE pipes to be used for soil and waste discharge or rain water application outside buildings confirming toIS: 14333 including all necessary fittings/ specials such as bends, Y junction, Tjunction (both single and double), plugs, coupler, flanges, adapter etc. includingsolvent welded jointing and testing as per manufacturers recommendations , includingearthwork in excavation in all types of soil for pipe trenches, etc. includingdewatering, shoring and strutting if necessary, dressing of sides, leveling, grading andramming of bottoms, cutting the pipes to required lengths, lowering the pipes toproper grade and alignment, jointing, including connecting the pipes to manholes byusing concrete manhole adapters and grouting the pipe body with manhole wall usingcement mortar 1:2 (1cement : 2 sand), testing, draining of water and cleaning of pipeafter testing, backfilling the trenches with select material from available excavated soilincluding re excavating the deposited soil excavated earlier breaking clods and layingin layers of 15cm compacted thickness , watering and compacting with mechanicalmeans like vibro rammers etc. to 90% standard proctor density as per IS:2720 Part-VII,making good the surface, including cutting of roads wherever required and makinggood the same, disposal of surplus earth/ unserviceable material to demarcated areaanywhere within the complex limit etc. complete for all depths as per drawings,specifications and instructions of Engineer-in-Charge. (Depth of excavation for pipetrench shall be upto 3.0m)
-
-
-
(All material including cement supplied by contractor) Nominal Dia. 160 Inch Pressure Rating(Kg/Cm2) 2.5
800
1174400
1468
(All material including cement supplied by contractor) Nominal Dia. 200 mm Pressure Rating(Kg/Cm2) 2.5
200
391600
1958
(All material including cement supplied by contractor) Nominal Dia. 250 mm Pressure Rating(Kg/Cm2) 6
100
244700
2447
Supplying and laying HDPE pipes conforming to IS:4984 of approved make to propergrade and alignment, including earthwork in excavation for trenches etc. in all typesof soil except soft and hard rock including dewatering till completion of subsequentworks, shoring and strutting, if necessary, dressing the sides, leveling, grading andramming the bottom, jointing the pipes using hot plates as per manufacturer'srecommendation, lowering, providing and laying 1:5:10 (1 cement : 5 sand : 10aggregate) plain cement concrete of minimum 100mm thickness on bottom and sideof pipe as directed, connecting the pipes to manholes and grouting the pipes tomanhole/valve chamber walls, including supplying and fixing the specials and fittings,such as bends, reducers, tees, elbows, caps etc. conforming to IS:8008 or fabricatedfrom pipes as per specification, supplying and fixing of flanges, fixing of on- linevalves, including fixing of bolts, nuts and gaskets etc. as per specifications, testing,draining of water and cleaning of pipes after testing, backfilling the trenches withselect material from available excavated soil including re excavating the deposited soilexcavated earlier breaking clods and laying in layers of 15cm compacted thickness,watering and compacting with mechanical means like vibro rammers etc. to 90%standard proctor density as per IS:2720 Part-VII, making good the surface, disposal ofsurplus earth/ unserviceable material to demarcated area anywhere within thecomplex limit, cutting of road wherever required, making good the same etc.complete for all depths as per drawings, specification and instruction of Engineer-in-Charge. For the following nominal diameter (mm) Pressure Rating(Kg/Cm2) (Depth ofexcavation for pipe trench shall be upto 3.0m)
-
-
-
Nominal Dia. 80 mm Pressure Rating(Kg/Cm2) 2
50
36700
734
UNDERGROUND SEWER SYSTEM - RCC PIPES
-
-
-
Supplying and laying underground R.C.C. pipes sewers with socket and spigot endsconforming to IS:458 of approved make, to proper grade and alignment, includingearthwork in excavation in all types of soil except soft and hard rock for pipe trenchesupto 2.0m depth of excavation, etc. including dewatering, shoring and shuttering if necessary, dressing of sides, leveling, grading and ramming of bottoms, cutting theR.C.C. pipes to required lengths, lowering the pipes, jointing, including connecting thepipes to manholes and grouting the pipe body with manhole wall using cement mortar1:2 (1 cement : 2 sand), testing, draining of water and cleaning of pipe after testing,backfilling the trenches with select material from available excavated soil including reexcavating the deposited soil excavated earlier breaking clods and laying in layers of15cm compacted thickness , watering and compacting with mechanical means likevibro rammers etc. to 90% standard proctor density as per IS:2720 Part-VII, makinggood the surface, including cutting of roads wherever required and making good thesame, disposal of surplus earth/ unserviceable material to demarcated area anywherewithin the complex limit etc. complete for all depths as per drawings, specificationsand instructions of Engineer-in-Charge.(All material shall be supplied by contractor)For following Pipe size (mm) and Class(pipe sizes are all internal diameter of the pipes)
-
-
-
Dia. (Internal) 100 mm Pipe Class NP2
50
45300
906
Extra overtime no. 01GC.41.10.1 above but for depth of excavation beyond 2.0m
-
-
-
Depth of excavation beyond 2.0m upto and inclusive of 3.0m
50
15400
308
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 matingedges of uneven/different thickness wherever required), fitup, bending, preheatingwherever required, welding, threading, and laying of pipes of all type and thicknessover pipe sleepers, overhead on racks and at all elevations, connecting withequipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and allother inline instruments and fitting like elbows, reducers, tees, vents, drains, SWvalves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air,hydrostatic, pneumatic, vacuum, spark testing and any other type of testing asspecified, draining, drying by compressed air completing all such works in allrespects (including preparation of isometrics as mentioned in the scope of work forthe job) as per drawings, specifications and instruction of Engineer-in-charge. (Pipesand fittings shall be supplied by owner as free issue material)
-
-
-
Carbon Steel Piping (Non IBR), Thickness =10 mm
-
-
-
Fabrication, For the following nominal sizes
-
-
-
NB upto 1.5 inch
5
3265
653
NB 2 inch - 6 inch
50
32650
653
Erection , for Water System (Pressure Piping), For following Nominal Sizes
-
-
-
NB upto 1.5 inch
20
4540
227
NB 2 inch - 6 inch
250
56750
227
fire fighting equipment's
-
-
-
Installation of firefighting equipment including transporting the equipment from Owner's store to work site, fixing of nuts, bolts, washers, gaskets needed for fixingthe equipment with matching flange, welding etc. complete as per drawings,specifications and direction of Engineer-in-Charge. (All fire fighting equipment's andaccessories shall be supplied by owner)
-
-
-
First Aid hose reel (Wall Mounted)
12
16308
1359
Double headed landing valve
12
25560
2130
Type-II Hose Box chamber including all items inside the chamber, fixing in position with anchor bolts/ PCC Block in foundation, including all civil works and supply of allmaterials including cement etc. (hose box and inside accessories supplied free of costby owner)
12
50460
4205
Painting of A/G pipes and valves
-
-
-
PAINTING :- Supply of paints and primers, preparation of surfaces and application ofprimer and finish paints, identification (Line numbering), lettering, colour bands,colour coding etc. as specified including rubdown and touch up of shop primerwherever required, providing scaffolding for all heights, labour, material, tools andtackles, consumables supervision etc. to complete the work in all respects as perpainting specification, drawings and direction of Engineer-in-Charge for all types ofun insulated piping and insulated piping as specified including all pipes, fittings,flanges, supports, valves etc. Surface preparation by blast cleaning and application offirst coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard priorto erection. The identification marks of the piping and joints shall be noted beforeblasting and the same shall be transferred on primed surface with Polyurethane paint(F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabricationas well as erection joints) shall be left unpainted till hydro testing. 2. No extrapayment shall be made for identification (line numbering etc.) of insulated anduninsulated lines.
-
-
-
Painting of uninsulated surfaces for ' Industrial ' environment as per paintingspecification for CS piping for design temp group: -14 to 80 (Deg C) including surfacepreparation. For following pipe sizes
-
-
-
Dia 4 Inch
40
9800
245
Dia 6 Inch
40
14520
363
Dia 2 Inch
5
635
127
Dia 1 Inch
5
360
72
Painting of uninsulated surfaces for ' Industrial ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surfacepreparation. For following valve sizes
-
-
-
Dia 4 Inch
4
1488
372
Dia 6 Inch
4
2176
544
Dia 2 Inch
12
2280
190
Miscellaneous Items
-
-
-
Miscellaneous
-
-
-
Supply, installation, Testing and Commissioning of air release valve of approved makeconforming to IS 14845 ,bearing ISI mark of 15mm nominal bore with float ball andother moving parts of stainless steel , fixing in position including transportation of thematerial to work site , supply and fixing of nuts, bolts , gaskets , washers etc. allcomplete as per drawings , specifications and directions of Engineer- in charge. ( allmaterials along with accessories shall be supplied by the contractor at his own cost)
12
15984
1332
Providing and fixing of CGWB/GRIHA approved Pure Rain Filter 700mm dia with300mm dia inlet and outlet to accumulate Rain water having desilting suspended solidcatcher made out of FRP with stainless steel 304 grade strainers, having steel bucketof 600micron, capable of eliminating finer particulate matter upto160mmicronfiltration made of SS net with long fiber foam of 25mm thickness, green color,filtration capacity 40-80 kiloliters complete in accordance to the design, drawing andspecification complete as per entire satisfaction of Engineer-in-Charge. Total depth offilter shall be 2000mm including two filter extension.
3
256113
85371
Extra for add or deduct for providing fixing FRP (FIBER REINFORCED POLYMER) basedmicrofilter drum/extension of 700 mm dia on or in CGWB/GRIHA approved Pure RainFilter dia Accordance to the design , drawing and specification complete as per entiresatisfaction of Engineer-in-Charge
1
25013
25013
ARCHITECTURE
-
-
-
FLOOR FINISHING
-
-
-
Providing and laying average 25mm cement concrete flooring in panels consisting ofbase course of 1:2:4 grade cement concrete (6mm down size stone aggregate) laidover sub-base of cement concrete and finishing with a layer of floating coat of neatcement slurry @ 2.75kg. of cement per Sq. M. of area including cleaning the sub-basesurface, applying neat cement slurry @ 2.75 kg of cement per Sq. M. of area over thesub- base to receive the base course, compacting, tamping, trowelling, finishing,curing, providing, shuttering to the edges etc. all complete.CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .
-
-
-
25mm thk. cement concrete flooring. CEMENT SUPPLIED BY THE CONTRACTOR ATTHEIR COST
3675
1334025
363
Providing and laying cement concrete granolithic flooring in panels consisting of basecourse (under layer of 1:2:4 grade cement concrete, 6mm down size stone aggregates)laid over sub-base, wearing top- layer of cement mortar (1 cement: 3 coarse sand byvolume) finished smooth by tamping, trowelling, and with a finishing floating coat ofneat cement slurry @ 2.75kg. of cement per Sq. M. of area including cleaning the subbasesurface, applying neat cement slurry over the sub- base @ 2.75Kgof cement perSq.M of area to receive the base course, compacting, tamping, trowelling, finishing,curing,providing, shuttering to the edges etc. all complete.
-
-
-
With average 25mm thick under-layer and 15mm thick top layer. CEMENT SUPPLIED BYTHE CONTRACTOR AT THEIR COST.
25
17900
716
50mm thick heavy duty flooring
-
-
-
Providing and laying average 50mm thick heavy duty flooring in panels consisting of base course of 35mm thick cement concrete (1 cement : 1.5 coarse sand : 3.5 stoneaggregates of 10mm to 6mm size by volume) laid over sub-base and 15mm thickfinishing layer consisting of cement and integral hardening compound mixed in ratioof 4 cement :1 hardenar (by weight) :2 stone agrgregates of 6mm and down size laid integral with base course and finished smooth including cleaning the sub-basesurface, applying neat cement slurry @2.75 Kg of cement per Sq.M of area over subbaseto receive the base course, levelling, tamping, trowelling, finishing, curing,providingshuttering to the edges etc. all complete.CEMENTSUPPLIED BY THE CONTRACTOR AT THEIR COST.
275
209275
761
Providing and laying 125mm high cement plaster skirting with 1:3 cement mortar (1cement : 3 coarse sand by volume) finished with a floating coat of neat cement slurry@ 2.75kg. of cement per Sq.M of area including rounding of junctions with floor,preparing the wall surface, making recess in the wall, finishing, curing etc. allcomplete.
-
-
-
18mm thick. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.
200
12600
63
12mm thick. CEMENT SUPPLIED BY THE CONTACTOR AT THEIR COST.
25
1125
45
Panel dividers in flooring/dado
-
-
-
P.V.C. panel dividers ( 3mm x 20mm size.)
5125
240875
47
P.V.C. panel dividers ( 3mm x 35mm size.)
37.5
1950
52
P.V.C. panel dividers ( 3mm x 40mm size.)
365
19345
53
PLASTERING & POINTING
-
-
-
Providing plain cement plaster in cement mortar (1 cement:4/6 fine sand by volume)on masonry, PCC/ RCC including preperation of base, finishing, curing etc; alsoincluding providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC andmasonry meeting points in 300mm wide strips (150mm on on each surface) fixed withG.I. "U" type nails before plastering.
-
-
-
Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/approved equivalent) mixed to cement mortar @ 3% by weight, Average 18mm thick1:6 (1 cement : 6 sand) Cement supplied by the Contractor at their cost.
6560
2381280
363
Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/approved equivalent) mixed to cement mortar @ 3% by weight, Average 15mm thick1:4 (1 cement : 4 sand) Cement supplied by the Contractor at their cost.
6920
2193640
317
Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/approved equivalent) mixed to cement mortar @ 3% by weight, Average 12mm thick1:4 (1 cement : 4 sand) Cement supplied by the Contractor at their cost.
9888
2778528
281
Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/approved equivalent) mixed to cement mortar @ 3% by weight. Average 6mm thick 1:4(1 cement : 4 sand) Average 6mm thick 1:4 (1 cement : 4 sand). Cement supplied bythe Contractor at their cost.
10200
2407200
236
Providing 20mm x 10mm Grooves in plastering in perfect straight line, plumb anduniform size throughout including finishing etc. all complete.
1968
104304
53
Providing and applying 12 mm thick (average) premixed formulated one coat gypsumlightweight plaster having additives and light weight aggregates as vermiculite/ perliterespectively conforming to IS: 2547 (Part - 1 & II) 1976, applied on hacked / unevenbackground such as bare brick/ block/ RCC work on walls & ceiling at all floors andlocations, finished in smooth line and level etc. complete
1040
489840
471
ROOFING TREATMENT
-
-
-
PCC 1:2:4 over concrete surfacesProviding and laying cement concrete (1 cement : 2 coarse sand : 4 aggregate) overconcrete surfaces, laid to slope at all heights including, finishing, curing, tamping etc.all
-
-
-
Cement supplied by the Contractor at their cost.
196
1200696
6126
Cinder Concrete (1:10)Providing and laying Cinder Concrete (1 cement : 10 cinder of 48mm size and downgrade) in all sunk areas finished with 12mm thick plain cement plaster (1 cement : 6coarse sand by volume) including consolidating, finishing, curing, maintaining slopeetc. all complete.
-
-
-
Cement supplied by the contractor at their cost
7
44408
6344
P/L A.P.P. modified reinforced bituminous memb. waterproofingProviding and laying 4mm thick A.P.P (atactic polypropelene) modified reinforcedbituminous waterproofing membrane over terrace and parapet including cleaning andpreperation of the surface consisting of making good all the cracks and damages,filling potholes/ depressions, removing weak foam concrete/ plaster and refilling withsame wherever required thus preparing smooth surface of the terrace; providing andapplying one coat of cold applied bitumen based primer @ 0.2 to 0.4 litre per sq. mtr.;laying the membrane by torch welding over primer, providing 100mm overlaps andappropriately pressing the membrane to remove any entrapped air, including fixing onparapet after providing 10mm x 20mm continuous groove in parapet for terminatingthe membrane and filling the groove with polyurethane sealant and continuing thistreatment at rain water outlet points; providing finishing protective layer of 35 mmthk. P.C.C. (1:2:4) in panels of maximum size 1200mm x 1200mm chequered finishwith 24 SWG chicken wiremesh interposed in between finished smooth with jointsbetween panels sealed with suitable polyurethane sealant; providing fillets of 75 mmradius with P.C.C. (1:2:4) at junctions of horizontal and vertical surfaces finishedsmooth; providing 450mm x 450mm khuras (rain water collecting pits) in 1:2:4cement concrete at all outlets, levelled down by min. 25mm, finishing, curing etc. allcomplete as per approved manufacturer's standard specifications and recommendations
-
-
-
Cement supplied by the contractor at their cost
721
797426
1106
Polyuretane waterproofing cum insulation system Providing and laying waterproofing cum insulation system over roof consisting of onecoat of polyurethane primer @6-8 sq m area/ Litre over prepared roof surface, 40 mmthick polyurethane foam insulation applied in layers with spraying machine over theprimer coat, minimum 1.5mm DFT polyurethane water proofing coating applied byspray or brush (in minimum two layers, with scrim cloth reinforcement in between thelayers) over Polyurethane foam insulation, 150 GSM Geo textile membrane overcuredPolyurethane water proofing coating and finishing protective layer of minimum 50mmthick PCC (1:2:4, inpanels of maximum size 2500mm x 2500mm, chequered finish,reinforced with 24 G wire netting, laid in slope) including cleaning and surfacepreparation of the roof surface, providing 75mm radius fillets with P.C.C. (1:2:4) atjunctions of horizontal and vertical surfaces finished smooth; 450mmx 450mm khuras(rain water collecting pits) at all outlets, testing for water leakage, scrim clothreinforcements at junction of horizontal and vertical surfaces and also nearopeningsfor rainwater pipes/ outlets,continuing the waterproofing up the parapets/ walls for aminimum of 150mm over the finished roof surface, continuing into rainwater pipes byat least 100 mm etc, supply of all materials, finishing, curing etc. all complete as perjob specification, drawings and directions of Engineer-In-Charge.
-
-
-
Cement supplied by the contractor at their cost
2065
4229120
2048
ROOFING
-
-
-
Providing and fixing 40mm x 6mm M.S. flat wind ties over sheeting with anticorrosive polymer coated G.I. nuts, bolts, polymer cap, seal and thrust washers of approvedmake iincluding painting with two coats of synthetic enamel paint of approved makeover a coat of approved quality red oxide zinc chromate primer etc.all complete.
96
15648
163
Providing and fixing rain water pipes with M.S. holder clamps includingfixing/embedding into masonry/concrete, providing connections like shoes, vents,specials, bends etc. fixing in perfect plumb etc. all complete.
-
-
-
110mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution ofapproved quality and make with pressure rating of 4kg/cm2 including clamps,connections etc. all as per approved manufacturer's details.
108
26460
245
160mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution ofapproved quality and make with pressure rating of 4kg/cm2 including clamps,connections etc. all as per approved manufacturer's details.
248
107880
435
110mm dia O.D. Size. embedded PVC rain water pipe jointed with bonding solution ofapproved quality and make with pressure rating of 4kg/cm2 including clamps,connections etc. all as per approved manufacturer's details.
64
16256
254
160mm dia O.D. Size. embedded PVC rain water pipe jointed with bonding solution ofapproved quality and make with pressure rating of 4kg/cm2 including clamps,connections etc. all as per approved manufacturer's details
364
164892
453
Providing and laying in position approved quality profiled, precoated, steel sheets (forroofing, cladding etc.) made from cold rolled high tensile Zincalume/ Galvalume Steelof 550 MPA yield stress conforming to IS:513, IS:15961 and ASTM AS: 1397; thesubstrate shall be hot dip metallic coating of aluminium- zinc alloy (150 grams per sq. mtr. Total on both sides, coating class AZ150); the bottom unexposed surface shall beprovided with alkyd backer of minimum 5 microns over a 5 micron coat of primer; topexposed surface shall have SDP (Super Durable Polyester) paint system MINIMUM 20microns in approved shade applied over 5 microns primer; overall coated thickness ofsheets not less than 0.52 mm having base metal thickness of minimum 0.45mm(negative tolerance not acceptable), profile depth not less than 28mm and pitch of 195 to 255mm; including cutting, mitering, laps, providing cutouts for fixing accessories,necessary fastners (approved quality anti corrosive polyester polymer coated, rivets,nuts, bolts, self drilling screws/ fasteners with integral washers and EPDM seals, andnylon colour caps and natural cure type joint sealants etc.) All complete as perapproved manufacturer's specifications.Note: The steel sheet shall have brand marking of coated steel manufacturer (productdetails, date, mfg name, etc) on back side at regular interval confirming genuinity ofthe material.
600
880800
1468
Providing and laying in position roofing and cladding accessories like ridge piece,corner piece, north light curve piece, apron piece, gutter, flashing etc. fabricated outof 0.5mm precoated Zincalume/ Galvalume Steel steel sheets of same material/quality etc. as that of sheeting; bent and profiled to match with the roofing andcladding, including all cutting, fabrication, rivetting, fastners etc. all complete.
60
69060
1151
Polycarbonate sheets roofing/ claddingProviding and fixing in position (for roofing and cladding) machine made 2mm thickcorrugated polycarbonate sheets (conforming to IS :14434, 14443) of approvedmanufacturer (in approved shade) extruded from polycarbonate resin, having profilesas approved/ matching exactly with the surrounding pre-coated roofing/ claddingsheets and having following properties:(a) Specific gravity 1.2 g/ cm3(b) Hardness 119 M Scale(c) Tensile Strength 64 Mpa(d) Compressive strength 66Mpa(e) Impact Strength 900 J/mThe item includes fixing to steel structure members (truss/ purlins)/ brick masonrywalls by means of polymer coated 'J' or 'L' hooks, bolts, nuts 8mm dia G.I. bitumenwashers etc. all complete as per approved manufacturer's recommendations andspecifications.
8
16672
2084
MISCELLANEOUS ITEMS
-
-
-
Sealing 25mm thick, 50mm wide expansion joints with premium grade two part polysulphidesealant (based on LP liquid sulphide) over and including primer (speciallydevelopedfor use with polysulphide sealant material and as approved) and back-upmaterialsof polyethylene strip or other bondbreaker (all as per manufacturer'sspecification),sealant being mixed (the base and the curing agent thoroughly mixedwithslow speed electric mixer) and applied by sealant gun and `sealant applicationkit'including drying of surfaces before application by wire brushing, finishing etc. allcomplete.
150
52950
353
Providing and laying plinth protection with Bldg. drain as per EIL STD. No. 7-75-0065 consisting of
-
-
-
Plinth protection of PCC (1:3:6) laid over rammed earth to slope and trowel finished. Cement supplied by the Contractor at their cost.
620
337280
544
Building drain consisting of brick work, PCC (1:3:6) laid over rammed earth andfinished with 15mm thick plain cement plaster topped with neat cement finish @2.75kg. of cement per Sq.M of area including finishing curing etc. all complete.Cement supplied by the Contractor at their cost.
290
336400
1160
Extra for providing 600mm long MS grating drain cover as per EIL STD No. 7-75-0065made of 40mm x 6mm M.S. flat framework with 40mm x 6mm MS flats welded @35mm c/c including providing & fixing 50mm x 50mm x 6mm M.S. angle frame fixedto concrete portion of the drain.
940
1584840
1686
50mm dia GI pipe spouts
-
-
-
Providing and fixing in position 50mm dia GI pipe spouts to slope for drainage of canopy, chajja etc., including puncturing the masonry /RCC and grouting with M-15grade concrete, finishing etc. all complete.
4
4024
1006
Providing and laying cinder concrete filling in sunk slabs of Toilets etc. consisting of
-
-
-
Average 18mm plain cement plaster (1 cement : 6 sand by volume) with waterproofingcompound conforming to IS : 2645 mixed @ 3% by weight over RCC slab includingpreparing the base surface, finishing with one floating coat of neat cement slurry @2.75 Kg. of cement per Sq.M of area, including curing, finishing etc. all complete.Cement supplied by the Contractor at their cost.
80
35520
444
Cinder concrete (1 cement : 10 cinder of 12mm size and down grade) over cementplaster including consolidating, finishing, curing, maintaining slope etc. allcomplete.Cement supplied by the Contractor at their cost.
2
12688
6344
Steel Entrance Gates
-
-
-
Providing and fixing in position Steel Entrance Gates consisting of 40mm x 80mm x 3.2mm M.S. tubular frame, 80mm x 40mm x 3.2mm rectangular M.S. hollow sections& 32x32x2.6 mm MS rectangular hollow sections, both horizontal & vertical memberswelded to the framework and intermediate curved rectangular hollow section as perstandard design, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ballbearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement(fabricated/ machined as per detail) and M.S. hold fast (25 x 6 x 200mm long) groutedwith M-20 grade concrete, providing and fixing M.S. pivot, 50mm x 50mm x 6mmM.S. Tee bent to shape and embedded in road surface for gate opening track, gatestopper, painting the gate with approved shade and quality synthetic enamel paint(two coats) and a coat of approved quality primer, ensuring smooth operation of thegate etc. all complete as per EIL- STD-No. 7-75-0054.
10
66880
6688
Steel sliding Entrance Gates
-
-
-
Providing and fixing in position Steel sliding Entrance Gates consisting of 40mm x 80mm x 3.2mm M.S. tubular frame, 80mm x 40mm x 3.2mm rectangular M.S. hollowsections & 32x32x2.6 mm MS rectangular hollow sections, both horizontal & verticalmembers welded to the framework and intermediate curved rectangular hollow sectionas per standard design (Refer EIL- STD-No.7-75-0054 for gate design only), lockingarrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing , providing M.S.support posts with horizontal rollers for supporting the sliding gate(fabricated/machined as per manufacturer's detail), including fixing the gate post inRCC, 50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface forgate sliding track, gate stopper, painting the gate with approved shade and qualitysynthetic enamel paint (two coats) and a coat of approved quality primer, ensuringsmooth operation of the gate etc. all complete.
10
73590
7359
MISCELLANEOUS FINISHES
-
-
-
Providing and applying approved EPOXY PAINT of required shade on steel work (two ormore coats) as per manufacturer's specifications including appropriate priming coat,preparation of surface, etc. all complete.
8
1448
181
MISCELLANEOUS
-
-
-
Execution of Green Building activity - Executing Green building related site activitiesrequired for obtaining GRIHA rating as per specification no B378-999-81-46SP-8209broadly consisting of:1.Preservationand protection of landscape during construction2.Topsoil preservation and Soil Conservation.3.Provideminimum level of sanitation and safety facilities for construction workers4.Reduceair and noise pollution during construction.5. Safe disposal of waste generated during construction.6.Efficient waste segregation through use of different coloured bins.(Bio-degradable,Recyclable & Toxic)7.Barricading/ demarcating the green building site/ plot as required.8. Efficient use of natural resources such as water consumption during constructionetc. 9.Following the construction related green practises as specified in the GRIHA manual
1
1281729
1281729
Supplying & Laying 60mm thick interlocking Paver Blocks for footpaths and any otherplace etc. ( solar reflectance index value higher than 0.5) including providing 40 mmthick sand filling below Paver Blocks including compaction of sand layer, filling thejoints by dry sand, providing precast kerb stone of PCC M 30 at edges includingpreparation of compacted base/ sub base etc. all complete as per drawing, standard,specification and directions of Engineer-in-Charge. (All material including cementsupplied by contractor, paver blocks shall confirm to category "A" as per IRC SP63.Colour and shape of paver block shall be as per Owner requirement.).
400
297200
743
Supplying & Laying 100mm thick interlocking Paver Blocks for road, parking area andany other place etc. ( solar reflectance index value higher than 0.5) includingproviding 30 mm thick sand filling below Paver Blocks including compaction of sandlayer, filling the joints by dry sand, providing precast kerb stone of PCC M-30 at edgespreparation of compacted base/ sub base etc. all complete as per drawing, standard,specification and directions of Engineer-in-Charge. (All material including cementsupplied by contractor, paver blocks shall confirm to category "B" as per IRC SP63.Color and shape of paver block shall be as per Owner requirement.
800
724800
906
"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.
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements