Indian Oil Corporation Limited Tender
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Costs
EMD
₹ 80,104Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_AOD_180818_1Bid Award Id
ViewTender No
DRE224B148Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Special Conditions of Contract-Commercial
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
Lead beyond 1 km but upto 2 km.
5
750
150.11
Lead beyond 2 km but upto 3 km.
5
838
167.78
Carriage of earth by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids):
-
-
-
Upto a lead of 1 km.
5
825
165.17
Lead beyond 1 km but upto 2 km.
5
938
187.64
Lead beyond 2 km but upto 3 km.
5
1048
209.72
Carriage of oily sludge, bio sludge, fecal sludge, ETP sludge etc. or manure by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 8 percent for voids):
-
-
-
Upto a lead of 1 km.
5
718
143.63
Lead beyond 1 km but upto 2 km.
5
815
163.17
Lead beyond 2 km but upto 3 km.
5
911
182.37
Lead beyond 3 km but upto 4 km.
5
1004
200.84
Carriage of steel including reinforcement steel, structural steel, C.S. / A.S. / S.S. pipes below 100 mm dia etc. by mechanical transport for following leads or part thereof including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge:
-
-
-
Upto a lead of 1 km.
5
587
117.46
"Earth work by mechanical/manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankements for roads , flood banks , marginal banks and guide banks or filling up ground depressions. lead upto 50m and for all lift. All Kinds of Soil
10
2742
274.2
"Banking excavated earth by meachanical/manual means in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and for all lift : All Kinds of Soil"
100
13648
136.48
Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.
10
44
4.41
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and for all lift. All kinds of soil.
50
6745
134.91
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, for all lift including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil.
100
19370
193.7
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered):
-
-
-
Depth not exceeding 1.5 m.
20
2696
134.82
Depth exceeding 1.5 m but not exceeding 3 m.
20
2919
145.96
Extra rates for quantities of works executed: (Note: The extra percentage rate is applicable per metre depth in respect of each item but limited to quantities of work executed in these difficult conditions. The depth which is to be considered for payment, shall be the depth measured from the sub soil water level upto the centre of gravity of the qty executed in difficult condition. The depth shall be reckoned correct to 0.10 m; 0.05m or more shall be taken as 0.10m and less than 0.05m ignored).
-
-
-
In or under water and/ or liquid mud, including pumping out water as required. Note : Unit "Metre"shall be read as "Metre Depth" and the Rate indicated is Rs. 20.00 which should be read as 20% per metre depth. Since %age (percentage) is not compatible in SAP, Please convert this item as NON-SAP item while preparation of PR.
50
1000
20
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift.
100
13537
135.37
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
100
54578
545.78
Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials:
-
-
-
All kinds of soil.
20
1746
87.34
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
100
218460
2184.6
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m: All kinds of soil.
100
2344
23.44
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
100
1208
12.08
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material:
-
-
-
Beyond 30 cm girth up to and including 60 cm girth.
5
1837
367.51
Beyond 60 cm girth up to and including 120 cm girth.
5
8169
1633.88
Beyond 120 cm girth up to and including 240 cm girth.
5
37868
7573.77
Supplying chemical emulsion in sealed containers including delivery as specified : Chlorpyriphos/ Lindane emulsifiable concentrate of 20%.
10
2066
206.67
Diluting and injecting chemical emulsion for Post-Constructional anti-termite treatment (excluding the cost of chemical emulsion) :
-
-
-
Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.125 Litre per 10 metre).
10
276
27.68
Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc : With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. (Chlorpyriphos 20% E.C./Lindane 20% E.C. to be supplied free of cost @ 1.125 Litre per 10 metre).
10
392
39.23
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level :
-
-
-
1:1.5:3 (1 Cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
2
15244
7622.34
1:2:4 (1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
50
359587
7191.74
1:3:6 (1 Cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).
50
332236
6644.73
1:4:8 (1 Cement : 4 coarse sand (Zone-III) dervied from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
1
6122
6122.76
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centring, shuttering and finishing:
-
-
-
1:1.5:3 (1 cement:1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1
9051
9051.19
1:2:4 (1 Cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).
5
43108
8621.76
1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).
5
40381
8076.26
Centring and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns.
20
5901
295.05
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
20
13242
662.11
Columns, piers, abutments, pillars, posts and struts.
20
15183
759.18
Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc. including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required centering complete:
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources).
2
17915
8957.75
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
50
406311
8126.23
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement :
-
-
-
1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
50
470285
9405.71
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
20
195943
9797.19
Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
20
155670
7783.54
Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources).
2
19708
9854.49
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete.
200
63732
318.66
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
100
66211
662.11
Suspended floors, roofs, landings, balconies and access platform.
500
361220
722.44
Shelves (Cast in situ).
50
36122
722.44
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
300
173745
579.15
Columns, Pillars, Piers, Abutments, Posts and Struts.
100
75919
759.19
Stairs, (excluding landings) except spiral-staircases.
50
32315
646.3
Edges of slabs and breaks in floors and walls: Above 20 cm wide.
50
38082
761.64
Weather shade, Chajjas, corbels etc., including edges.
50
39976
799.53
Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12mm thick.
50
38700
774
Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12mm thick.
50
33451
669.03
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level:
-
-
-
Thermo-Mechanically Treated bars.
1000
94050
94.05
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level:
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1000
94050
94.05
Providing and filling in position, blown bitumen in expansion joints.
1
63302
63302.77
Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete. Note: The quantity will be calculated by multiplying the depth measured from the sub - soil water level up to the centre of gravity of the R.C.C. under sub - water with the quantity of R.C.C. in cubic metre executed under sub - soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering and shuttering under sub - soil water conditions. The Unit "Cum" shall be read as "Cum per metre depth".
2
1541
770.85
"Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. "
-
-
-
All works up to plinth level. : Concrete of M25 grade with minimum cement content of 330 kg /cum
5
42275
8455.01
All works up to plinth level: Concrete of M30 grade with minimum cement content of 350 kg /cum
5
43003
8600.64
All works above plinth level up to floor V level: Concrete of M25 grade with minimum cement content of 330 kg /cum
5
42652
8530.41
All works above plinth level up to floor V level: Concrete of M30 grade with minimum cement content of 350 kg /cum
5
42738
8547.75
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand).
50
339592
6791.85
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand).
20
164171
8208.59
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in:
-
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand).
10
8477
847.75
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level:
-
-
-
Cement mortar 1:3 (1 cement :3 coarse sand).
100
100419
1004.19
Marble work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately): Raj Nagar Plain white marble/Udaipur green marble/Zebra black marble:
-
-
-
Area of slab up to 0.50 sqm
5
22506
4501.21
Area of slab over 0.50 sqm
5
23385
4677.01
Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
-
-
-
Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble - Area of slab up to 0.50 sqm.
5
14404
2880.97
Granite of any colour and shade - Area of slab up to 0.50 sqm.
5
23523
4704.78
Granite of any colour and shade - Area of slab over 0.50 sqm.
10
44698
4469.85
Providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
-
-
-
Marble work.
10
2181
218.18
Granite work.
20
7436
371.83
Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded wood Pre-laminated one side decorative lamination on other side balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on unexposed surface, with necessary fixing arrangement and screws etc. complete:
-
-
-
12mm thick.
20
23268
1163.42
18 mm thick.
20
28739
1436.96
Providing and fixing specified wood frame work consisting of battens 50x25 mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete - Kiln seasoned and chemically treated hollock wood.
2
321117
160558.86
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
10
10575
1057.51
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately):
-
-
-
Second class teak wood.
1
134546
134546.63
Kiln seasoned and chemically treated hollock wood.
2
151827
75913.93
Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position with necessary stainless steel screws etc.:
-
-
-
Kiln seasoned and chemically treated hollock wood.
1
64727
64727.66
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge (Note: Butt hinges and necessary screws shall be paid separately):
-
-
-
Second class teak wood - 30 mm thick shutters
1
3450
3450.73
Kiln seasoned and chemically treated hollock wood - 35 mm thick shutters.
2
5166
2583.4
Kiln seasoned and chemically treated hollock wood - 30 mm thick shutters.
2
4802
2401.02
Kiln seasoned selected planks of sheesham wood - 35 mm thick shutters.
2
6743
3371.79
Kiln seasoned selected planks of sheesham wood - 30 mm thick shutters.
2
6124
3062.44
Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B) fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer-in-charge and panelling with panels of (Note: Butt hinges and necessary screws shall be paid separately):
-
-
-
12mm thick plain grade - 1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT - I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848.
1
2755
2755.53
12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823 Grade 1, Type - II marked.
5
14461
2892.25
12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade - 1 medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823 Grade -1, Type II marked.
5
15760
3152.03
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
-
-
-
35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
10
31180
3118.05
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete:
-
-
-
Fixed to steel windows by welding.
50
8842
176.84
Fixed to openings /wooden frames with rawl plugs screws etc.
50
9694
193.88
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :
-
-
-
250x10 mm.
10
763
76.34
200x10 mm.
10
624
62.43
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete:
-
-
-
125 mm.
10
359
35.98
100 mm.
10
288
28.88
Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight up to 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete.
10
8753
875.33
Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
-
-
-
300x16 mm.
10
2679
267.9
250x16 mm.
10
2419
241.92
Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :
-
-
-
300x10 mm.
10
1207
120.7
250x10 mm.
10
1071
107.17
200x10 mm.
10
932
93.28
Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge:
-
-
-
Extruded section profile size 48x40 mm.
10
2333
233.35
Extruded section profile size 42x50 mm.
10
2825
282.57
30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a UPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a UPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge.
10
20286
2028.6
Providing and fixing 60 mm thick glazed fire resistant door shutters of 120min fire rating confirming to IS:3614 (Part II) or EN1634-1: 1999, tested and certified as per laboratory approved by Engineer-in-charge. with suitable mounting on door frame, consisting of vertical areas, top rail & side rail 60mm X 60mm wide and bottom rail of 110mm x 60mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120 gm/m2) duly filed mineral wool insulation having density min 96 kg/m3 and fixing with necessary stainless steel ball bearing hinges of size 100 x 89 x 3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc. all complete as per direction of Engineer-in-charge (panelling to be paid for separately).
5
49746
9949.33
Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c , including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-incharge with glass of required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.
2
81743
40871.92
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
100
9873
98.73
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1000
113460
113.46
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size, with top and bottom rail of T-iron 40x40x6mm, with 40mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
50
471817
9436.35
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454- Part 1 and M.S. top cover of required thickness for rolling shutters:
-
-
-
80x1.25mm M.S. laths with 1.25 mm thick top cover.
100
304860
3048.6
Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost:
-
-
-
Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
100
6580
65.8
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete:
-
-
-
Hot finished welded type tubes.
1000
151340
151.34
Electric resistance or induction butt welded tubes.
100
13687
136.87
Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs or beams during laying including painting the exposed portion of loop, all as per standard design complete.
20
3687
184.37
Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required:
-
-
-
In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.
50
5351
107.02
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
100
14155
141.55
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer:
-
-
-
M.S. tube.
50
7655
153.1
E.R.W. tubes.
50
7265
145.31
G.I. pipes.
50
8854
177.09
Providing and fixing carbon steel galvanised (minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge:
-
-
-
10 x60 mm.
5
539
107.99
10 x80 mm.
5
568
113.78
10 x120 mm.
5
700
140.12
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc).
50
30614
612.29
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows all complete with:
-
-
-
With 4.0 mm thick glass panes.
5
4833
966.78
With 5.5 mm thick glass panes.
50
63932
1278.65
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete - 40mm thick with 20mm nominal size stone aggregate.
50
26014
520.28
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
50
40832
816.65
Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement - 18 mm thick.
50
27145
542.9
Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete.
20
155252
7762.62
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand):
-
-
-
Light shade pigment using white cement.
20
24303
1215.18
Medium shade pigment using 50% white cement 50% Grey cement.
20
22800
1140.01
Dark shade pigment using ordinary cement.
20
19178
958.94
Ordinary cement without any pigment.
20
18038
901.9
Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge:
-
-
-
In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) - Acid and alkali resistant tile.
10
14475
1447.56
In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) - Acid and alkali resistant tile.
10
16482
1648.2
Tile work in skirting, risers of steps and dado (up to 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete: Marble tiles (polished) Raj Nagar - 8mm thick.
10
12995
1299.59
Marble stone flooring with 18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with :
-
-
-
Udaipur green marble.
10
20481
2048.16
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
10
9315
931.56
Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in colours, shades exept burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
10
9290
929.01
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown laid on 20mm thick bed of Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete.
10
11079
1107.9
Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigments etc. complete.
10
11446
1144.69
Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigments etc. complete.
10
12293
1229.33
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete:
-
-
-
Size of Tile 600x600 mm.
100
142637
1426.37
Size of Tile 1000x1000 mm.
10
25942
2594.22
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622 of approved brand and manufacture, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cemet slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clip of required thickenss, levelling system and rubber mallet for placing the tiles gently and easily:
-
-
-
Double charge vitrified tile polished finish of size- Size of Tile 600x600 mm.
10
12925
1292.59
Double charge vitrified tile polished finish of size - Size of Tile 600x1200 mm.
10
14165
1416.52
Double charge vitrified tile polished finish of size - Size of Tile 1000x1000 mm.
10
16281
1628.13
Glazed vitrified floor tile polished finish of size - Size of Tile 600x600 mm.
10
13459
1345.98
Glazed vitrified floor tile polished finish of size - Size of Tile 600x1200 mm.
10
16281
1628.13
Glazed vitrified floor tile polished finish of size - Size of Tile 800x1200 mm.
10
18820
1882.05
Glazed vitrified floor tile polished finish of size - Size of Tile 1200x1200 mm.
10
23334
2333.48
Glazed vitrified tile Matt/Antiskid finish of size - Size of Tile 600x600 mm
10
13177
1317.77
Glazed vitrified tile Matt/Antiskid finish of size - Size of Tile 600x1200 mm.
10
16281
1628.13
Glazed vitrified tile Matt/Antiskid finish of size - Size of Tile 800x1200 mm.
10
18820
1882.05
Glazed vitrified tile Matt/Antiskid finish of size - Size of Tile 1200x1200 mm.
10
26156
2615.62
Deduct for not using 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles.
1
725
725.5
Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average 3mm thickness.
10
6241
624.17
Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment up to 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of : a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mmx100mmx3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx 3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment up to 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug. b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge. c) Providing and fixing Access Floor panel of 600x600x 32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones.The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology up to 1mm thickness for superior adhesion and Surface flatness within 0.75mm. The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product:
-
-
-
450 mm Finished Floor Height (FFH).
10
55277
5527.73
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
2
5095
2547.55
Providing flat iron brackets 50x3mm size with necessary bolts, nuts and washers etc. for fixing asbestos cement/G.S. sheets gutters with purlins.
5
383
76.6
Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately):
-
-
-
Flat surfaces.
200
277364
1386.82
Curved surfaces.
10
14668
1466.89
Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass wool conforming to IS : 8183, density 24kg /m3, 50mm thick, wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats (50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top most ceiling of building.
20
11687
584.36
Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183, Density 16kg/m3, 50mm thick, wrapped in 200G Virgin Polythene bags placed over existing false ceiling and held in position by criss-crossing GI wire.
20
4857
242.87
Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false ceiling as per the directions of the Engineer-in-charge :
-
-
-
With Type N - Normal 50 mm thick.
20
5558
277.9
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion: Single socketed pipes:
-
-
-
110 mm diameter.
100
31451
314.51
Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts and bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the rate of 1200 mm centre to centre to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering up to 150 mm or both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
-
-
-
12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095 (Part I) : 2011 (Board with BIS certification marks).
100
112671
1126.71
12.5 mm thick tapered edge gypsum moisture resistant board.
100
128568
1285.68
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
100
68370
683.7
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
-
-
-
Ridges plain (500 - 600mm).
50
22496
449.93
Flashings/ Aprons ( up to 600 mm).
50
20894
417.88
Gutter (600 mm over all girth).
50
55521
1110.42
12 mm cement plaster of mix :
-
-
-
1:4 (1 cement: 4 fine sand).
100
27500
275
1:6 (1 cement: 6 fine sand).
10
2617
261.74
15 mm cement plaster on the rough side of single or half brick wall of mix :
-
-
-
1:4 (1 cement: 4 fine sand).
100
31761
317.61
12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
1:4 (1 cement: 4 fine sand).
50
16956
339.12
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
-
-
-
1:4 (1 cement: 4 fine sand).
100
38174
381.74
6 mm cement plaster of mix : - 1:3 (1 cement: 3 fine sand).
100
23275
232.75
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
200
41578
207.89
Finishing walls with water proofing cement paint of required shade-New work (Two or more coats applied @ 3.84 kg/10 sqm).
200
18966
94.83
Finishing walls with textured exterior paint of required shade -New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm.
200
49192
245.96
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :
-
-
-
Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm.
50
7870
157.41
Finishing walls wilh ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali and fungal resistance, dirt resislance exterior paint of required shade with silicon additives..New work (Two or more coats applied @ 1.43 lilre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90latre/l0 sqm.
50
7638
152.76
Applying priming coat (This item is deleted for SOR 2023).
-
-
-
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
100
5297
52.97
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
-
-
-
With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
100
6070
60.7
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - One or more coats on old work.
100
8284
82.84
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge:
-
-
-
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix).
10
16750
1675.09
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
10
24437
2443.76
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:
-
-
-
In cement mortar.
10
14166
1416.6
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
-
-
-
Of area 3 sq. metres and below.
10
2804
280.43
Of area beyond 3 sq. metres.
10
3835
383.51
Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead:
-
-
-
Of sectional area 40 square centimetres and above.
2
6869
3434.91
Of sectional area below 40 square centimetres.
10
137
13.73
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:
-
-
-
R.S. Joists.
1000
2470
2.47
Channels, angles, tees and flats.
1000
1700
1.7
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
1000
4210
4.21
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
1000
2700
2.7
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:
-
-
-
G.S. Sheet.
1000
122820
122.82
Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
100
4270
42.7
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres.
100
15184
151.84
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
10
183
18.31
Supplying and stacking at site:
-
-
-
90 mm to 45 mm size stone aggregate.
50
99657
1993.15
63 mm to 45 mm size stone aggregate.
50
83554
1671.09
53 mm to 22.4 mm size stone aggregate.
50
94496
1889.93
Stone screening 13.2 mm nominal size (Type A).
50
95924
1918.48
Good earth.
50
29222
584.45
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
100
75611
756.11
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
10
7849
784.99
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
10
6074
607.47
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required:
-
-
-
Bituminous portion.
5
18134
3626.8
Water bound macadam.
5
11220
2244.12
Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
-
-
-
On W.B.M. @ 0.75 Kg / sqm.
100
4283
42.83
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom:
-
-
-
With rapid setting bitumen emulsion-On WBM/ WMM @0.4kg/sqm Note:- Use of this item shall be restricted only for sites at sub zero temperature or for emergency applications.
100
1183
11.83
2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100 sqm. and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (Tack coat to be paid for separately) :
-
-
-
With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.
100
21638
216.38
2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min 65% bitumen contents) complying with IS : 8887 using 96 kg per cum of chippings of road surface including consolidation with road roller etc complete.
100
20364
203.64
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60cum of fine aggregate per 100sqm of road surface including rolling and finishing with road roller all complete.
100
6820
68.2
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness & size/shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineerin-Charge:
-
-
-
80mm thick C.C. paver block of M-30 grade with approved colour, design & pattern.
100
101627
1016.27
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
-
-
-
White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.
10
58322
5832.21
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
-
-
-
W.C. Pan with ISI marked white solid plastic seat and lid.
10
55844
5584.47
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
-
-
-
Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern.
10
81030
8103.03
Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required :
-
-
-
Single squatting plate with 5litre P.V.C. automatic flushing cistern.
10
75456
7545.66
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :
-
-
-
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.
10
23402
2340.24
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.
10
19686
1968.63
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required :
-
-
-
Kitchen sink with drain board - 510x1040 mm bowl depth 225mm.
5
33778
6755.77
Providing and fixing 600 x 450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
10
13893
1389.33
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge: Internal work - Exposed on wall:
-
-
-
15 mm nominal outer dia pipes.
20
4107
205.35
20 mm nominal outer dia pipes.
20
5529
276.48
25 mm nominal outer dia pipes.
20
7246
362.31
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall:
-
-
-
15 mm dia. nominal bore.
20
6049
302.47
20 mm dia. nominal bore.
20
7472
373.61
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc: External work:
-
-
-
15 mm dia. nominal bore.
20
5009
250.48
20 mm dia. nominal bore.
20
5993
299.67
25 mm dia. nominal bore.
20
8076
403.83
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
For fixed portion - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
100
41934
419.34
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) - Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
100
51905
519.05
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge.
-
-
-
Pre-laminated particle board with decorative lamination on both sides.
50
47687
953.75
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-Charge. (Cost of aluminium snap beading shall be paid in basic item):
-
-
-
With float glass panes of 4.0 mm thickness.
50
50468
1009.36
With float glass panes of 5.50 mm thickness.
50
66194
1323.88
Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg., for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge:
-
-
-
With stainless steel cover plate minimum 1.25 mm thickness.
10
24917
2491.73
Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc complete.
10
4676
467.65
Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer- in-charge:
-
-
-
Anodized (AC 15 ) aluminium.
10
914
91.4
Carriage of earth by manual labour including loading, unloading and stacking all complete as per the direction of the Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 20 percent for voids):
-
-
-
Upto a lead of 50 m.
20
3939
196.97
Every additional leads of 50 m or part thereof beyond 1st 50 m
20
857
42.89
Carriage of oily sludge, bio sludge, fecal sludge, ETP sludge etc. or manure by manual labour including loading, unloading and stacking all complete as per the direction of Engineer-in-Charge (The rates will be applicable to net quantities after deduction of 8 percent for voids):
-
-
-
Upto a lead of 50 m.
50
8564
171.28
Every additional leads of 50 m or part thereof beyond 1st 50 m
20
745
37.29
Hard drawn steel wire fabric.
50
4714
94.29
Extra for providing mechanical device chain and crank operation for operating rolling shutters:
-
-
-
Exceeding 10.00 sqm and up to 16.80 sqm in the area.
50
57024
1140.49
"Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Cement shall be free issue material.
-
-
-
Granite of any colour and shade - Area of slab up to 0.50 sqm.
50
232101
4642.02
Granite of any colour and shade - Area of slab over 0.50 sqm.
50
148099
2961.98
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
-
-
-
Coupler - 110 mm.
10
1234
123.41
Single tee with door - 110x110x110 mm.
10
2113
211.35
Single tee without door - 110x110x110 mm.
10
1962
196.2
Bend 87.5 Degree - 110 mm bend.
10
1357
135.78
Shoe (Plain) - 110 mm Shoe.
10
1192
119.28
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete:
-
-
-
110 mm.
100
30439
304.39
Painting runway/taxi track/apron marking with adequate no. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete:
-
-
-
New work (Two or more coats).
100
15371
153.71
Painting road surface marking with adequate no. of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete:
-
-
-
New work (Two or more coats).
100
21672
216.72
CHEMICAL ANCHOR BOLTS: Providing and anchoring in position Chemical Anchor Bolts of (HSA-E OF M/S HILTI/ RGM OR M/S FISHER/ approved equivalent of other Manufacturers) of grade 5.8 and specified dia and standard lengths including necessary drilling upto required depth, anchoring and grouting with necessary equipments, tools, tackles etc. complete as per specifications of Manufacturer and direction of Engineer- in-Charge. The chemical to be used shall be epoxy based viz FIS EM OF M/S FISHER OR RE 500 OF M/S HILTI or approved equivalent. Bolt shall be fixed through authorized applicator only. NOTE: Anchor Bolt length of +/- 10mm variation is allowable w.r.t. specification of manufacturer's catalouge. (Rates are inclusive of all material, labour, tools and tackles).
-
-
-
Bolt Size: 12x300mm
100
19207
192.07
Bolt Size: 16x300mm
100
29877
298.77
Bolt Size: 20x500mm
100
78964
789.64
Bolt Size: 24x600mm
100
120046
1200.46
Bolt Size: 30x500mm
100
146722
1467.22
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge:
-
-
-
Made of G.I. wire of dia 4mm.
100
85601
856.01
Made of G.I. wire of dia. 4mm, PVC coated to achieve outer dia. not less than 5mm in required colour and shade.
100
89936
899.36
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m) having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-in-charge with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).
100
30719
307.19
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete:
-
-
-
Semi rigid pipe - 32 mm dia.
20
1871
93.59
Semi rigid pipe - 40 mm dia.
20
2092
104.6
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (Cement shall be free issue material):
-
-
-
150 mm dia. R.C.C. pipe.
50
24424
488.49
250 mm dia. R.C.C. pipe.
50
40036
800.73
300 mm dia. R.C.C. pipe.
50
44959
899.19
450 mm dia. R.C.C. pipe.
50
73950
1479
700 mm dia. R.C.C. pipe.
50
132033
2640.66
900 mm dia. R.C.C. pipe.
50
214682
4293.64
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. Pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete (Cement shall be free issue material):
-
-
-
450 mm dia. R.C.C. pipe.
50
120039
2400.79
600 mm dia. R.C.C. pipe.
50
154660
3093.2
900 mm dia. R.C.C. pipe.
50
244292
4885.85
1000 mm dia RCC pipes. (Laying by manual/ mechanical means).
50
302659
6053.19
STEEL SCAFFLODING (MATERIAL IN IOCL SCOPE) The job includes transportation of scaffolding materials from owners storage points/ rigging stores to work site, erection of scaffolding at site as per ISMS (IndianOil Safety Management System) Standard-1007 on Scaffold Safety with safest and reliable design. Scaffolding design should consider the worst load combination expected during its service period. The supporting structure should be sufficient in strength, stability, and rigidity; The safety of personnel associated with the erection, alteration, and dismantling of the scaffold; the safety of persons using the scaffold; and the safety of persons in the vicinity of the scaffold to be considered mandatorily. Standard Tags for "Fit for Use" in Green Color and "Not Fit for Use" in Red Color to be fitted on scaffolding as per ISMS Standard-1007. Dismantling scaffolding to be done after completion of job as per specified period in work order/ contract and returning the scaffolding material to specified place including supply of all tools, tackles, consumables, labours and contractor's supervision as directed by the Engineer-in-Charge Note: 1. For measurement in SQM: 2 (length + width) X height area covered by the scaffolding is to be taken. 2. Scaffolding measurement to be done by breaking the height into parts as per height slab mentioned below and adopting respective rates against mentioned height slabs.
-
-
-
Up to 6m
50
3504
70.08
Above 6m up to 10m
50
5006
100.12
Above 10m up to 20m
50
7008
140.16
CORE CUTTING: Core cutting work in RCC by using diamond core cutting machine with required diameter and length of drilling bit at any location inside or outside the plant including charges for core cutting machine, its operator, tools and tackles, consumables and clearing of site after the work all complete as per the direction of the Engineer-In-Charge.
-
-
-
Above 100mm upto 150mm dia, upto depth 250 mm
20
15302
765.12
Above 150mm upto 225mm dia, upto depth 250 mm
20
21423
1071.16
Providing and fixing expansion hold fasteners on C.C. /R.C.C./ Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion type:
-
-
-
Fastener with threaded dia 10 mm.
10
332
33.24
CHEMICAL GROUTING OF REINFORCEMENTS: Chemical grouting of reinforcement steel of 16 mm to 20 mm dia rebar with 22 / 28 mm dia hole of 220 / 280 mm depth including making hole in concrete / masonry surface as required at site by using HILTI or approved make drill with HY150 or approved chemical compound for inserting the reinforcement after drilling and air jet cleaning at any level etc. complete. Rate shall include all charges and preparation of surface, cutting of reinforcement, cleaning the surface, staging, scaffolding and working platform, application of necessary chemical as per manufacturer's specification with necessary tools and equipment. Removal of debris from the site, all complete as directed by Engineer-in- Charge.
10
1829
182.94
MICRO-CONCRETING: Providing and placing in position Micro-concrete as per relevant ASTM / BS/ IS having Compressive Strength of minimum 45 Mpa (M-45) at 28 days, of make PIDILITE / BASF/ SIKA/ FOSROC or equivalent in columns, beams, slabs etc. which shall be pre-packed single component, chloride free, non- shrink, free flow, self compacting and mixed as per manufacturer's specification, including required leak proof shuttering, pre-soaking of substrate, manual application or pumping, manpower and tools and tackles all complete as per direction of the Engineer-in-Charge.
10
482330
48233.09
BUNDING WITH SAND FILLED BAGS: Bunding with sand filled empty cement bags (50Kg capacity) for maintaining and diverting the flow of water, for arresting breaches or making bunds, protection walls etc.wherever required as per the direction of Engineer-in-Charge including filling sand and stitching the bags, carting to the site of work to any distance, keeping in position as directed, plugging holes, pading etc with all labour, materials, tools, plants etc. all complete. (Minimum 80% volume of bag to be filled with sand). Sand and empty cement bags to be supplied by the contractor.
10
203
20.37
Dismantling RCC with contractors own diamond saw cutter machine including cutting reinforcement bars, embedded structural steel members etc in all areas including hazardous and fire prone ar (due to presence of petroleum vapours etc). The work item includes cost of all necessary accessories, tools, tackles, consumables, providing necessary scaffolding, propping and under pinning etc. for all elevations with all labour and materials etc complete as per drawings, specifications and direction of the Engineer-In-Charge. The item also includes disposal of the cut items for all lifts as directed within the owners area. Contractor has to submit dismantling plan prior to start of job. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 Tonne. The Unit of measurement "SQM" refers to cross section of the cutting and payment will be made per SQM of Cross- sectional cut area. Elaborate precautions are to be taken for dismantling as per fire permit, clearance etc. and work is to be done extremely cautiously. Arrangement for taking power supply from existing owner's sources has to be made by the contractor which will be allowed subject to availability of electricity, else, the contractor has to make his own arrangement.
10
79718
7971.8
Dismantling RCC with contractors own diamond wire cutter including cutting reinforcement bars, embedded structural steel members etc in all areas including hazardous and fire prone areas (due to presence of petroleum vapours etc). The work item includes cost of all necessary accessories, tools, tackles, consumables, providing necessary scaffolding, propping and under pinning etc. for all elevations with all labour and materials etc complete as per drawings, specifications and direction of the Engineer-In-Charge. The item also includes disposal of the cut items for all lifts as directed within the owners area. Contractor ha to submit dismantling plan prior to start of job. Dismantling shall b planned in such a way that each cut piece shall weigh not less than 1.6 Tonne. The Unit of measurement "SQM" refers to cross section of the cutting and payment will be made per SQM of Cross- sectional cut area. Elaborate precautions are to be taken for dismantling as per fire permit, clearance etc. and work is to be done extremely cautiously. Arrangement for taking power supply from existing owner's sources has to be made by the contractor which will be allowed subject to availability of electricity, else, the contractor has to make his own arrangement.
10
285402
28540.26
Providing and applying crystalline mortar by mixing in the ratio of 4.5:1 (4.5 parts crystalline mortar:1 part water) for the treatment of faulty construction joints, cracks, tie rod holes and spalled & honeycombed surface of RCC underground structures like basement, water tanks, bridge deck etc. to ensure water tightness. The crystallie mortar shall conform to the EN1504-3 having compressive strength Class R4 (?45 MPa) and adhesive bond strength Class R3 (1.5 MPa). The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
-
-
-
For sealing cracks and faulty construction joints, routed out/ making U-shape groove size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/running meter and while the surface is tacky filled the groove upto surface with crystalline mortar @1.50kg/running meter. Once crystalline mortar is touch dry then finally applied two coats of integral crystalline slurry @ 0.05kg/running meter per coat.
20
9662
483.14
Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/ honey-comb area of concrete/ masonry by suitable gun/ pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-charge (The payment shall be made on the basis of actual weight of approved grout injection):
-
-
-
Epoxy injection grout in concrete/ RCC work of approved make.
10
8150
815.07
Hire charges of Diesel Truck - 9 tonne
1
5202
5202.58
Hire charges of Pump set of capacity 4000 litres/hour.
1
926
926.36
Hire charges of Diesel Road Roller - 8 to 10 Ton
1
3970
3970.11
Hydraulic Excavator of 1 cum bucket
1
1058
1058.7
PF/ESI on line item 10
-
-
-
PF/ESI on line item 10
1
258015
258015.41
MECH. JOBS FOR PROCESS SCHEME AT DR
-
-
-
DISMANTLING OF CARBON STEEL/ALLOY STEEL PIPING BY HOT WORK (INSULATED / UNINSULATED) Dismantling and removal of above ground, overhead or under ground (upto height depth of 5m) redundant/ steam traced / insulated/ uninsulated piping of carbon steel / alloy steel by gas cutting or by grinding from various locations such as pipe racks, columns, pump house, vessels, heaters, heat exchangers, desalter etc. including removal of insulation material, all on line instruments, fittings, flanges, valves, vents, drains, branching etc.; lowering down the same to ground level with due care so that no other piping, equipment, machinery etc. is damaged; cutting into pieces if required; segregating for salvaging useful fittings such as bends, flanges, valves, instruments etc. by unbolting, gas cutting, cold cutting etc.; transporting and stacking the salvageable useful materials to workshop / instrument workshop/ store or as per the direction of the Engineer-in-Charge and shifting the scrap pipes etc. to scrap yard or any other location within refinery premises and completing the job as per the instructions of Engineer-in-Charge. Scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects including area preparation, taking clearance for hot jobs, blinding and de-blinding, area cleaning after completion of work, arrangement for flushing wherever required as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. Salvaging of useful fitting from redundant pipe, if done, will be paid under separate item. 3. Civil works (excavation and back filling) for underground dismantling shall be paid separately. Note: For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
15 mm NB
100
2547
25.47
20 mm NB
100
3183
31.83
25 mm NB
100
3987
39.87
40 mm NB
100
6053
60.53
50 mm NB
100
7567
75.67
80 mm NB
100
11150
111.5
100 mm NB
100
14336
143.36
150 mm NB
100
23557
235.57
200 mm NB
50
15333
306.67
250 mm NB
50
20890
417.81
300 mm NB
50
24781
495.62
COLD CUTTING OF STAINLESS STEEL PIPE LINES (INSULATED / UNINSULATED) Cold cutting and removal of above ground or overhead / underground in trenches/ redundant/ steam traced/ insulated/ uninsulated piping of stainless steel from various locations such as pipe racks, columns, pump house, vessels, heaters, heat exchangers, desalter etc. including removal of insulation materials, all on line instruments, fittings, flanges, valves, vents, drains, branching etc.; lowering down the same to ground level with due care so that no other piping, equipment, machinery etc. is damaged; cutting into pieces if required; segregating for salvaging useful fittings such as bends, flanges, valves, instruments etc. by unbolting, gas cutting, cold cutting etc.; transporting and stacking the salvageable useful materials to workshop / instrument workshop / store or as per the direction of the Engineer-in-Charge and shifting the scrap pipes etc. to scrap yard or any other location within refinery premises and completing the job as per the instructions of engineer in-charge. Scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in including area preparation, taking clearance for hot jobs, blinding and deblinding, area cleaning after completion of work, arrangment for flushing wherever required as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. Salvaging of useful fitting from redundant pipe, if done, will be paid under separate item. 3. Civil works (excavation and back filling) for underground dismantling shall be paid separately. Note: For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
15 MM NB
20
1147
57.36
20 MM NB
20
1433
71.68
25 MM NB
20
2867
143.37
40 MM NB
20
4143
207.16
50 MM NB
20
5179
258.97
80 MM NB
20
9081
454.08
100 MM NB
20
12320
616.04
150 MM NB
10
9658
965.84
200 MM NB
10
12573
1257.37
WRAPPING & COATING OF UNDERGROUND PIPING ETC. (COLD APPLIED TAPES) 1. The coating system to be supplied shall consist of: i) A liquid adhesive layer i.e. primer -DENSOLEN- MT25 ii) An inner layer tape (3ply type) for corrosion protection -DENSOLEN Tape-AS39P iii) An outer layer tape (2 ply type) for additional mechanical protection- DENSOLEN Tape-R20HT iv) Mastic Putty Filler-DENSIT-MASTIC W to be supplied for filling the irregularities in areas around weld reinforcements. 2. Material Primer (Liquid adhesive) - The primer (DENSOLEN-MT25) shall consist of a mixture of butyl rubber, synthetic compound and a solvent. The primer shall be applied to the appropriately prepared pipe surface before application of inner layer tape. The function of primer is to provide a bonding medium between the pipe surface and the inner layer tape. The primer shall be quick drying type, the maximum drying time shall not be more than 30 minutes. The primer shall be suitable for brush application as well as machine application. The coverage of the primer shall be 7 sq. m per litre and the shelf life of the primer shall be at-least 2 years. The primer shall comply with the requirement of latest DIN EN 12068 (stress class-C) Standard and shall be free from any health hazard during storage and application. The offered primer shall be compatible with the offered tape and shall be suitable for application at temperatures ranging from 0OC to 60OC and operation of the coated pipe from temperatures ranging from 0OC to 50OC. Dry film thickness of the primer shall be 40-80 microns. The offered consumption rate (7 sq. m per litre) shall be demonstrated at site. Pipe with a fairly smooth surface shall be shot blasted at site in presence of the supplier#s representative and the primer shall be applied on the pipe to ascertain the consumption rate of the primer during the initial coating refurbishment with each lot of material. In case, the coverage rate at site is found to be less than specified (7 sq. m per litre), the differential quantity of primer falling short shall be supplied by the supplier free of cost at site. The details about properties of primer are mentioned in Table-5 on page 13 of DIN EN 12068:1999. The supplied primer shall be is line with the requirement of DIN-EN 12068 (Stress class-C). 3. Tape The tape shall be Co-Extruded Polyethylene Tape suitable for cold application OR Extruded hot calendared Polyethylene tape suitable for cold application. The inner tape shall have the butyl rubber adhesive on both the sides (3 PLY TAPE) and the outer tape shall have butyl rubber adhesive on one side only (2 PLY TAPE). A non-sticking separator strip (release film) shall be provided in the rolls to eliminate sticking of adhesives when the tape is in roll form. The consistency of the adhesive layer shall be such that under tension it flows on uneven steel surfaces. The adhesive layer shall be completely compatible with the properties of the primer. The inner tape must be self-amalgamating with the inner layer of outer Tape It shall be a standard product of the supplier having established history of excellent performance. Application Temperature (0°C to + 60°C) - Operating temperature (0°C to + 60°C) - Total coating thickness (2.5 to 3.0 mm) as per ASTM G12 Thickness of inner layer tape (Densolen tape-AS39P - Thickness of adhesive facing the steel pipe (0.44 mm) as per ASTM D1000 - Thickness of backing (carrier film) (0.28 mm) - Thickness of adhesive facing the outer layer tape (0.08 mm) - Total thickness (0.8 mm) Thickness of outer layer tape (Densolen tape-R20HT) - Thickness of adhesive facing the inner layer tape (0.2mm) - Thickness of backing (carrier film) (0.3 mm) - Total thickness (0.5 mm) - Width of the tape (100mm) - Deviation in width (+1.5 mm) Impact resistance (10 impacts at least 30 mm apart on same sample with impact force of 15J (No holiday with a test voltage of 15 KV should pass) as per EN12068 Annex-H Indentation resistance pressure (test condition at 23 °C (10 N/mm2) as per DIN EN Indentation resistance pressure (test condition) at 50 °C (10 N/mm2) as per 12068 Remaining thickness (0.6 min) mm as per Annex-G Holiday detection (pass) Thermal ageing resistance ratio of (DIN EN 12068 Annex-E) - Tape strength (1.25 S100/So0.75 S100/S70 0.8) - Bursting strength (1.25 B100/Bo0.75 B100/B70 0.80) - Elongation at break (1.25 E100/Eo0.75 E100/E70 0.80) - Peel Strength layer to layer (1.25 E100/Eo0.75 E100/E70 0.80) - Peel strength to pipe surface (1.25 A100/Ao0.75 A100/A70 0.80) Specific electrical wrapping resistance (DIN EN 12068 Annex-J) Rs100 (108 Ohmxn2) Rs100 (0.8) Cathodic Disbondment at 23 : °C 15 (max) mm as per DIN EN 12068 Annex-K Adhesion strength at 23 °C as per DIN EN 12068 Annex-C - Inner layer to primed pipe : 0.75 (min) N/mm - Inner layer to existing CTE/ 3LPE/Coal Tar Tape coatings :0.4 (min) N/mm Layer to Layer (as per DIN EN 12068 Annex-B - Inner to Inner : Outer to Inner 1.5 (min) N/mm - Outer to Outer : 0.2 (min) N/mm Adhesion Strength at 50°C as per DIN EN 12068 Annex-C - Inner layer to primed pipe : 0.075 (min) N/mm - Inner layer to existing CTE/ 3LPE/ Coal tar tape coatings : 0.04 (min) N/mm Layer to Layer as per DIN EN 12068 Annex-B - Inner to Inner + Outer to Inner : 0.2 (min) N/mm - Outer to Outer : 0.2 (min) N/mm 4Dimensional Requirement : - The width of the tape (inner as well as outer) shall be 100 mm and core dia meter of 41 mm. Tape shall be supplied in minimum roll lengths of 25 m each for inner and outer wrap rolls. - The inner tape and outer tape shall be supplied in roll form wound on hollow cores having core dia of 41 mm (Inner dia of the core for application with the available machines, with the owner, having shaft dia of 40 mm). 5. Surface finish requirement - Tape shall be able to give adequate adhesion to steel as specified under clause 4.0.2.1 when applied over pipe surface prepared up-to a level of Sa 2 or 2 ½ or St 2/st by sand blasting. Application of the primer over the sand blasted pipe shall ensure adequate adhesion to the pipe surface. 6. Application guidelines - Supplied tape shall be suitable for hand and machine application both. Overlap of 50% of both inner wrap as well as outer wrap shall achieve "As Applied" thickness of 2.5-3.0 mm. The tape rolls (Both inner and outer) shall be supplied in 41mm core dia(Inner dia) for application of the offered tapes.. Prior to back-fill the material shall withstand the following tests: (a) Holiday testing as per NACE RP 01 88-90 and ASTM G62 (b) Adhesion test and Electrical Inspection tests shall be carried out as per stipulations in AWWA-203 and relevant DIN standards. 7. Test Certificate Supplier has to produce documentary evidence (laboratory test certificate) for ensuring that the supplied tape material fully conforms to DIN EN 12068 code. 8. Data to be furnished: - The supplier/ contractor shall submit the following information along the supplied material: 1. Maximum exposure time of applied tape before backfilling. 2. Recommended time lag (Maximum and minimum) between application of primer and tape. 3. Application procedure of the tape system i.e. primer, inner wrap and outer wrap. 4. Application procedure of filler mastic. 5. Application techniques to be followed for weld reinforcements of long seam/helical seam of SAW pipes, girth welds, clamps/sleeves and heavily corroded areas. 6. Coating repair method. 7.Chemical composition of the backing material, adhesive layer, filler mastic and primer. 8.Field test and inspection procedure of the coating including list of instrument for field-testing. 9. Testing and Inspection: All the properties mentioned in the specification under Clause no. 4.0.2.1 shall be tested at manufacturer#s works with their in-house test facilities as per the test method indicated under column "Test methods# (Clause 4.0.2.1, Properties) by third party inspection agency or Owner#s representative except for Long duration tests specified at clause 9.1 below, for which the supplier/ contractor shall submit the copy of test certificates duly witnessed and endorsed by reputed third Party agencies like ABS, LRS; BV, RWTUV, DVGW or GL. The properties of the primer are also to be got tested in the laboratory and got certified by the third party inspection agency. The quality assurance and quality control procedure is to be submitted before inspection and testing. The supplier shall provide all necessary assistance to the third party Inspection agency (ABS, LRS; BV, RWTUV, DVGW, GL) and all the required tools/equipment/instruments to be arranged by Manufacturer for carrying out third party inspection. The test certificates duly signed by third party inspection agency shall be submitted to the Purchaser for their review. Dispatch of consignment shall be affected only after receiving the clearance from the purchaser. Material not conforming to specification shall be rejected. All tests shall be carried out on the basis of the standards mentioned under #Test method# specified in the specification at clause 4.0.2.1 taking the required no. of samples (except for Ageing Tests). These tests/ inspections shall be carried out by third party inspection agency for each lot as per the delivery schedule indicated by the owner. However, in case of break in the production of a particular lot, all the tests are to be carried out for each part of the lot(s). Ageing Tests: The Test comprises of i.) Heat Ageing at 100°C ii) Specific electrical insulation resistance Note: Additional payment for earth excavation and wrapping coating will be made extra for underground piping.
-
-
-
50 MM NB
20
34506
1725.33
80 MM NB
20
41407
2070.39
100 MM NB
20
48309
2415.46
150 MM NB
20
55210
2760.53
200 MM NB
20
62111
3105.59
250 MM NB
20
69013
3450.66
300 MM NB
20
75914
3795.72
COLD CUTTING OF CARBON / ALLOY STEEL PIPE LINES (INSULATED / UNINSULATED) Cold cutting and removal of above ground or overhead/ underground in tranches/ insulated/ uninsulated pipelines of carbon steel/ alloy steel from various location such as pipe racks, columns, pump house, vessels, heaters, heat exchangers, desalters etc. including removal of insulation materials, all on line instruments, fittings, flanges, valves, vents, drains, branching etc.; lowering down / lifting the same to ground level with due care so that no other piping, equipment, machinery etc. is damaged; cutting into pieces if required; segregating for salvaging useful fittings such as bends, flanges, valves, instruments etc. by unbolting, gas cutting, cold cutting etc. transporting and stacking the salvageable useful materials to workshop / instrument workshop/ store or as per the direction of the Engineer-in-Charge and shifting the scrap pipes etc. to scrap yard or any other location within refinery premises all complete as per the instructions of Engineer-in-Charge. Scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects including area preparation, taking clearance for hot jobs, blinding and deblinding area cleaning after completion of work, arrangement for flushing wherever required as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. Salvaging of useful fitting from redundant pipe, if done, will be paid under separate item. 3. Civil works (excavation and back filling) for underground dismantling shall be paid separately. Note: For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
15 MM NB
20
946
47.34
20 MM NB
20
1183
59.17
25 MM NB
20
1482
74.1
40 MM NB
20
2765
138.25
50 MM NB
20
3456
172.83
80 MM NB
20
5352
267.61
100 MM NB
20
6881
344.07
150 MM NB
20
11307
565.36
200 MM NB
10
6944
694.43
250 MM NB
10
8654
865.42
300 MM NB
10
10265
1026.59
CARBON STEEL PIPING FOR NON-HYDROCARBON SERVICE (WITH WELDING ELECTRODE E-6013) - UNITS Transportation of all piping items from owner's storage points to work site and / or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawing etc., threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches, anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometrics upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%.
-
-
-
15mmNB Sch above 40 but upto 80(TIG)
20
1638
81.92
15mmNB Sch above 80 but upto 160(TIG)
20
1638
81.92
20mmNB Sch above 40 but upto 80(TIG)
20
2047
102.38
20mmNB Sch above 80 but upto 160(TIG)
20
2751
137.57
25mmNB Sch above 40 but upto 80(TIG)
20
2564
128.22
25mmNB Sch above 80 but upto 160(TIG)
20
3627
181.36
40mmNB Sch above 40 but upto 80(TIG)
20
4978
248.94
40mmNB Sch above 80 but upto 160(TIG)
20
5552
277.61
50 mm NB, Schedule upto 40
20
3860
193
50 mm NB, Schedule more than 40 but upto 80
20
5186
259.34
50 mm NB, Schedule above 80 but upto 160
20
5784
289.21
80 mm NB, Schedule upto 40
20
7643
382.15
80 mm NB, Schedule more than 40 but upto 80
20
8523
426.16
100 mm NB, Schedule upto 40
20
9826
491.34
100 mm NB, Schedule more than 40 but upto 80
20
10958
547.92
150 mm NB, Schedule upto 40
10
8067
806.78
150 mm NB, Schedule more than 40 but upto 80
10
9006
900.6
200 mm NB, Schedule above 20 but upto 40
10
10503
1050.3
200 mm NB, Schedule more than 40 but upto 80
10
13088
1308.81
250 mm NB, Schedule above 20 but upto 40
10
14611
1461.13
250 mm NB, Schedule more than 40 but upto 80
10
16310
1631.08
300 mm NB, Schedule above 20 but upto 40
10
17332
1733.24
300 mm NB, Schedule more than 40 but upto 80
10
19348
1934.84
CARBON STEEL PIPING FOR NON-HYDROCARBON SERVICE (WITH WELDING ELECTRODE E-6013)- OFFSITES Transportation of all piping items from owner's storage points to work site and / or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawing etc., threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches, anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometrics upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%.
-
-
-
15mmNB Sch above 40 but upto 80(TIG)
20
1310
65.54
15mmNB Sch above 80 but upto 160(TIG)
20
1310
65.54
20mmNB Sch above 40 but upto 80(TIG)
20
1638
81.91
20mmNB Sch above 80 but upto 160(TIG)
20
2201
110.06
25mmNB Sch above 40 but upto 80(TIG)
20
2051
102.57
25mmNB Sch above 80 but upto 160(TIG)
20
2901
145.09
40mmNB Sch above 40 but upto 80(TIG)
20
3983
199.16
40mmNB Sch above 80 but upto 160(TIG)
20
4441
222.09
50 mm NB, Schedule upto 40
20
3088
154.4
50 mm NB, Schedule more than 40 but upto 80
20
4149
207.47
50 mm NB, Schedule above 80 but upto 160
20
4627
231.36
80 mm NB, Schedule upto 40
20
6114
305.72
80 mm NB, Schedule more than 40 but upto 80
20
6818
340.93
100 mm NB, Schedule upto 40
20
7861
393.07
100 mm NB, Schedule more than 40 but upto 80
20
8766
438.34
100 mm NB, Schedule above 80 but upto 160
20
21313
1065.69
150 mm NB, Schedule upto 40
20
12908
645.43
150 mm NB, Schedule more than 40 but upto 80
20
14409
720.48
150 mm NB, Schedule above 80 but upto 120
10
15691
1569.17
200 mm NB, Schedule upto 20
10
7534
753.47
200 mm NB, Schedule above 20 but upto 40
10
8402
840.24
200 mm NB, Schedule more than 40 but upto 80
10
10470
1047.05
250 mm NB, Schedule upto 20
10
9884
988.44
250 mm NB, Schedule above 20 but upto 40
10
11689
1168.91
250 mm NB, Schedule more than 40 but upto 80
10
13048
1304.86
300 mm NB, Schedule upto 20
10
11725
1172.51
300 mm NB, Schedule above 20 but upto 40
10
13865
1386.59
300 mm NB, Schedule more than 40 but upto 80
10
15478
1547.87
CARBON STEEL PIPING JOINTS FOR HYDROCARBON SERVICE (WITH WELDING ELECTRODE E-6010 / E-7018) Transportation of all piping items from owner's storage points to work site and / or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawing etc., threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches, anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometrics upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. 5. Payment of tapping points will also be made extra on joint basis, as the measurement is on joint basis.
-
-
-
15mm NB Sch upto 40 (TIG)
20
3787
189.37
15mmNB Sch above 40 but upto 80(TIG)
20
4890
244.53
15mmNB Sch above 80 but upto 160(TIG)
20
4890
244.53
20mm NB Sch upto 40 (TIG)
20
4733
236.66
20mmNB Sch above 40 but upto 80(TIG)
20
6112
305.61
20mmNB Sch above 80 but upto 160(TIG)
20
6422
321.13
25mm NB Sch upto 40 (TIG)
20
5927
296.38
25mmNB Sch above 40 but upto 80(TIG)
20
7654
382.73
25mmNB Sch above 80 but upto 160(TIG)
20
8468
423.44
40mm NB Sch upto 40 (TIG)
20
11060
553.01
40mmNB Sch above 40 but upto 80(TIG)
20
11622
581.1
40mmNB Sch above 80 but upto 160(TIG)
20
12969
648.46
50 mm NB, Schedule upto 40
20
11522
576.1
50 mm NB, Schedule more than 40 but upto 80
20
12107
605.36
50 mm NB, Schedule above 80 but upto 160
20
13510
675.54
80 mm NB, Schedule upto 40
20
17840
892.04
80 mm NB, Schedule more than 40 but upto 80
20
19909
995.45
80 mm NB, Schedule above 80 but upto 160
20
26135
1306.76
100 mm NB, Schedule upto 40
20
22938
1146.9
100 mm NB, Schedule more than 40 but upto 80
20
25597
1279.86
100 mm NB, Schedule above 80 but upto 160
10
26906
2690.66
150 mm NB, Schedule upto 40
10
18845
1884.52
150 mm NB, Schedule more than 40 but upto 80
10
20602
2060.23
150 mm NB, Schedule above 80 but upto 120
10
39618
3961.84
200 mm NB, Schedule upto 20
10
23147
2314.76
200 mm NB, Schedule above 20 but upto 40
10
24533
2453.35
200 mm NB, Schedule more than 40 but upto 80
10
32206
3220.6
250 mm NB, Schedule upto 20
10
28847
2884.73
250 mm NB, Schedule above 20 but upto 40
10
33425
3342.51
250 mm NB, Schedule more than 40 but upto 80
10
40136
4013.63
300 mm NB, Schedule upto 20
10
34219
3421.95
300 mm NB, Schedule above 20 but upto 40
10
39649
3964.99
300 mm NB, Schedule more than 40 but upto 80
10
47610
4761.08
PROVISION OF REINFORCEMENT PAD (WITH WELDING ELECTRODE E-6010 / E-7018) Transportation from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, gri nding, edge preparation as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects including area preparation for hot jobs, area cleaning after completion of work, pneumatic testing, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%.
-
-
-
Branch size 2 inch
20
17283
864.15
Branch size 3 inch
20
26761
1338.05
Branch size 4 inch
20
34407
1720.35
Branch size 6 inch
20
56535
2826.78
Branch size 8 inch
10
36800
3680.03
Branch size 10 inch
10
50137
5013.77
Branch size 12 inch
10
59474
5947.48
EXTRA FOR IBR GRADE CS PIPING JOINTS Extra for IBR grade carbon steel piping joints. For IBR piping jobs, the scope of contractor shall be liasoning with IBR authorities including approval of drawings / documents from IBR authorities and also getting the final approval of the job from IBR authorities including payment of any fee or charges to IBR authorities for this purpose (20% of joints).
-
-
-
15mm NB Sch above 40 but upto 80
20
815
40.76
15 mm NB, Schedule above 80 but upto 160
20
815
40.76
20mm NB Sch above 40 but upto 80
20
1018
50.93
20 mm NB, Schedule above 80 but upto 160
20
1070
53.52
25mm NB Sch above 40 but upto 80
20
1275
63.79
25 mm NB, Schedule above 80 but upto 160
20
1411
70.57
40mmNB Sch above 40 but upto 80
20
1937
96.85
40 mm NB, Schedule above 80 but upto 160
20
2161
108.08
50 mm NB, Schedule more than 40 but upto 80
20
2421
121.07
50 mm NB, Schedule above 80 but upto 160
20
2702
135.11
80 mm NB, Schedule upto 40
20
3568
178.41
80 mm NB, Schedule more than 40 but upto 80
20
3981
199.09
80 mm NB, Schedule above 80 but upto 160
20
5227
261.35
100 mm NB, Schedule upto 40
20
4587
229.38
100 mm NB, Schedule more than 40 but upto 80
20
5119
255.97
100 mm NB, Schedule above 80 but upto 160
20
10762
538.13
150 mm NB, Schedule upto 40
20
7538
376.9
150 mm NB, Schedule more than 40 but upto 80
20
8241
412.05
150 mm NB, Schedule above 120
20
26551
1327.58
200 mm NB, Schedule above 20 but upto 40
20
9813
490.67
200 mm NB, Schedule more than 40 but upto 80
20
12882
644.12
250 mm NB, Schedule above 20 but upto 40
20
13370
668.5
250 mm NB, Schedule more than 40 but upto 80
20
16054
802.73
300 mm NB, Schedule above 20 but upto 40
10
7930
793
300 mm NB, Schedule more than 40 but upto 80
10
9522
952.22
FABRICATION OF CARBON STEEL MITRE CUT BENDS (45 DEG BENDS) - THREE PIECES (TWO JOINTS) WITH WELDING ELECTRODE E-6013 Preparing drawings and fabrication of the 45 deg. carbon steel mitre bends (Three piece, two joints) including transportation of materials from owner's storage points to work site and / or shop, cutting, edge preparing, welding using electrodes as per owner's quality requirements including supply of all necessary equipment, consumables, labour, tools, tackles and supervision. Work shall be carried out as per the specifications, drawings, codes, and instructions to the full satisfaction of the Engineer-in-Charge.
-
-
-
100 mm NB, Schedule upto 40
20
47168
2358.41
100 mm NB, Schedule more than 40 but upto 80
20
52600
2630.03
150 mm NB, Schedule upto 40
20
77451
3872.56
150 mm NB, Schedule more than 40 but upto 80
20
86457
4322.87
200 mm NB, Schedule above 20 but upto 40
20
100829
5041.46
200 mm NB, Schedule more than 40 but upto 80
20
125645
6282.27
250 mm NB, Schedule above 20 but upto 40
20
140268
7013.43
250 mm NB, Schedule more than 40 but upto 80
20
156583
7829.19
300 mm NB, Schedule above 20 but upto 40
20
166390
8319.54
300 mm NB, Schedule more than 40 but upto 80
20
185744
9287.21
FABRICATION OF CARBON STEEL MITRE CUT BENDS (90 DEG BENDS) - THREE PIECES (TWO JOINTS) WITH WELDING ELECTRODE E-6013 Preparing drawings and fabrication of the 90 deg. carbon steel mitre bends (Three piece, two joints) including transportation of materials from owner's storage points to work site and / or shop, cutting, edge preparing, welding using electrodes as per owner's quality requirements including supply of all necessary equipment, consumables, labour, tools, tackles and supervision. Work shall be carried out as per the specifications, drawings, codes, and instructions to the full satisfaction of the Engineer-in-Charge.
-
-
-
100 mm NB, Schedule upto 40
10
23584
2358.41
100 mm NB, Schedule more than 40 but upto 80
10
26300
2630.03
150 mm NB, Schedule upto 40
10
38725
3872.56
150 mm NB, Schedule more than 40 but upto 80
10
43228
4322.87
200 mm NB, Schedule upto 20
10
45208
4520.81
200 mm NB, Schedule above 20 but upto 40
10
50414
5041.46
250 mm NB, Schedule upto 20
10
59306
5930.61
250 mm NB, Schedule above 20 but upto 40
5
35067
7013.43
300 mm NB, Schedule upto 20
5
35175
7035.07
300 mm NB, Schedule above 20 but upto 40
5
41597
8319.54
FABRICATION OF CARBON STEEL REDUCERS WITH WELDING ELECTRODE E-6013 Preparing drawings and fabrication of the following specials including transportation of materials from owner's storage points to work site and / shop, cutting, edge preparing, welding, as per owner's quality requirements, including supply of all necessary equipment, consumables, labour, tools, tackles, and supervision, work shall be carried out as per the specifications drawings, codes, and instructions to the full satisfaction of the Engineer-in-charge.
-
-
-
80mm NB to below reducer, Schedule upto 40
10
13757
1375.74
80mm NB to below reducer Sch above 40 but upto 80
10
15341
1534.18
100 mm NB to below reducer, Schedule upto 40
10
17688
1768.81
100mm NB to below reducer Schedule above 40 but upto 80
10
19725
1972.52
150 mm NB to below reducer, Schedule upto 40
10
29044
2904.42
150mm NB to below reducer Schedule above 40 but upto 80
10
32421
3242.16
200 mm NB to below reducer, Schedule upto 40
10
37811
3781.1
200mm NB to below reducer Schedule above 40 but upto 80
10
47117
4711.7
SALVAGING OF CARBON STEEL PIPING Cutting, Grinding, Bevelling and Welding of pipe ends upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches as per instruction of the Engineer-in-charge complete with supply of tools, tackles consumables labours and contractor's supervision. The rate shall be applicable for the following: Upto 2 inch NB-Sch 80, above 2 inch but upto 10 inch-Sch. 40, 12 inch - Sch. 30, above 12 inch-Sch. 20. NOTE 1.For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 2.Requirement of scaffolding to be envisaged and decided by Engineer-in-Charge as per site requirement and scaffolding item to be pa id separately.
-
-
-
SALVAGING OF CARBON STEEL PIPING
50
19499
389.98
CARBON STEEL PIPING JOINTS FOR NON-HYDROCARBON SERVICE (WITH WELDING ELECTRODE E-6013) Transportation of all piping items from owner's storage points to work site and / or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawing etc., threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches, anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometrics upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. 5. Payment of tapping points will also be made extra on joint basis, as the measurement is on joint basis.
-
-
-
15mm NB Sch upto 40 (TIG)
20
2664
133.2
15mmNB Sch above 40 but upto 80(TIG)
20
3932
196.61
15mmNB Sch above 80 but upto 160(TIG)
20
3932
196.61
20mm NB Sch upto 40 (TIG)
20
3329
166.47
20mmNB Sch above 40 but upto 80(TIG)
20
4914
245.72
20mmNB Sch above 80 but upto 160(TIG)
20
6603
330.18
25mm NB Sch upto 40 (TIG)
20
4169
208.48
25mmNB Sch above 40 but upto 80(TIG)
20
6154
307.72
25mmNB Sch above 80 but upto 160(TIG)
20
8705
435.27
40mm NB Sch upto 40 (TIG)
10
4446
444.63
40mmNB Sch above 40 but upto 80(TIG)
10
5974
597.47
40mmNB Sch above 80 but upto 160(TIG)
10
6662
666.27
50 mm NB, Schedule upto 40
10
4632
463.2
50 mm NB, Schedule more than 40 but upto 80
10
6224
622.41
50 mm NB, Schedule above 80 but upto 160
10
6940
694.09
80 mm NB, Schedule upto 40
10
9171
917.16
80 mm NB, Schedule more than 40 but upto 80
10
10227
1022.79
80 mm NB, Schedule above 80 but upto 160
10
12745
1274.52
100 mm NB, Schedule upto 40
10
11792
1179.21
100 mm NB, Schedule more than 40 but upto 80
10
13150
1315.01
100 mm NB, Schedule above 80 but upto 160
10
31970
3197.07
150 mm NB, Schedule upto 40
10
19362
1936.28
150 mm NB, Schedule more than 40 but upto 80
10
21614
2161.44
200 mm NB, Schedule upto 20
10
22604
2260.41
200 mm NB, Schedule above 20 but upto 40
10
25207
2520.73
200 mm NB, Schedule more than 40 but upto 80
10
31411
3141.14
250 mm NB, Schedule upto 20
10
29653
2965.31
250 mm NB, Schedule above 20 but upto 40
10
35067
3506.72
250 mm NB, Schedule more than 40 but upto 80
10
39145
3914.59
300 mm NB, Schedule upto 20
10
35175
3517.53
300 mm NB, Schedule above 20 but upto 40
10
41597
4159.77
300 mm NB, Schedule more than 40 but upto 80
10
46436
4643.61
Transportation from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, gr inding, edge preparation as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, pneumatic testing, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the dire ctions of the Engineer- in-Charge.
-
-
-
Branch size 2 inch
20
13895
694.79
Branch size 3 inch
20
27514
1375.74
Branch size 4 inch
20
35376
1768.81
Branch size 6 inch
10
29044
2904.42
Branch size 8 inch
10
37811
3781.1
Branch size 10 inch
10
52600
5260.07
Branch size 12 inch
10
62396
6239.66
ALLOY STEEL PIPING (ASTM A335 GR. P1, P2, P11 AND P12) JOINTS Transportation of all piping items from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawings etc. (alloy steel joints shall be welded by doing root run using TIG welding followed by filler passes by manual / semi-automatic arc welding. The job is to be pre-heated prior to welding and all joints to be stress relieved and fully radiographed, however, charges for stress relieving and radiography shall be paid separately), threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches, anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometric upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. 5.Payment of tapping points will also be made extra on joint basis, as the measurement is on joint basis.
-
-
-
15mm NB Sch upto 80 (TIG)
20
5104
255.21
15mm NB Sch above 80 (TIG)
20
5104
255.21
20mm NB Sch upto 80 (TIG)
20
6379
318.95
20mm NB Sch above 80 (TIG)
20
8047
402.37
25mm NB Sch upto 80 (TIG)
20
7988
399.44
25mm NB Sch above 80 (TIG)
20
10614
530.71
40mm NB Sch upto 40 (TIG)
20
11543
577.15
40mmNB Sch above 40 but upto 80(TIG)
20
14561
728.09
"50 mm NB, Schedule upto 40 "
20
12025
601.25
"50mm NB, Schedule above 40 but upto 80 "
20
15169
758.49
"50 mm NB, Schedule above 80 but upto 120"
20
17805
890.28
"80 mm NB, Schedule upto 40 "
20
22353
1117.68
"80mm NB, Schedule above 40 but upto 80 "
20
26237
1311.88
"100mm NB, Schedule upto 40 "
20
30269
1513.47
"100mm NB, Schedule above 40 but upto 80 "
20
33734
1686.7
"150 mm NB, Schedule upto 40 "
20
49671
2483.57
"150 mm NB, Schedule more than 40 but upto 80"
20
56641
2832.09
"150 mm NB, Schedule above 80 but upto 120"
20
118276
5913.82
"200 mm NB, Schedule above 20 but upto 40 "
20
64664
3233.21
"200 mm NB, Schedule more than 40 but upto 80"
20
82402
4120.13
"200 mm NB, Schedule above 80 but upto 120"
20
175890
8794.5
"250 mm NB, Schedule above 20 but upto 40 "
20
91895
4594.78
"300 mm NB, Schedule above 20 but upto 40 "
10
54504
5450.47
"350 mm NB, Schedule above 20 but upto 40 "
10
59839
5983.9
"400 mm NB, Schedule above 20 but upto 40 "
10
68387
6838.75
PROVISION OF REINFORCEMENT PAD FOR P-1, P-2, P-11 AND P-12 Transportation from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, gri nding, edge preparation as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, pneumatic testing, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE: 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
Branch size 2 inch
10
9018
901.88
Branch size 3 inch
10
16765
1676.52
Branch size 4 inch
10
22702
2270.21
Branch size 6 inch
10
37253
3725.35
Branch size 8 inch
10
48498
4849.81
Branch size 10 inch
10
68921
6892.17
Branch size 12 inch
10
81757
8175.7
EXTRA FOR IBR GRADE ALLOY STEEL PIPING (ASTM A335 GR."P1, P2, P11 & 12) JOINTS Extra for IBR grade alloy steel piping (ASTM A335 GR. P1, P2, P11 and 12) joints. For IBR piping jobs, the scope of contractor shall be liasoning with IBR authorities including approval of drawings / documents from IBR authorities and also getting the final approval of the job from IBR authorities including payment of any fee or charges to IBR authorities for this purpose.
-
-
-
"15 mm NB, Schedule upto 80 "
10
212
21.27
"15 mm NB, Schedule above 80 "
10
212
21.27
"20 mm NB, Schedule upto 80 "
10
265
26.58
"20 mm NB, Schedule above 80 "
10
335
33.53
"25 mm NB, Schedule upto 80 "
10
332
33.29
"25 mm NB, Schedule above 80 "
10
442
44.23
"40 mm NB, Schedule upto 40 "
10
481
48.1
"40mm NB, Schedule above 40 but upto 80 "
10
606
60.67
"40 mm NB, Schedule above 80 but upto 120"
10
712
71.22
"40 mm NB, Schedule above 120 "
10
812
81.21
"50 mm NB, Schedule upto 40 "
10
601
60.13
"50mm NB, Schedule above 40 but upto 80 "
10
758
75.85
"50 mm NB, Schedule above 80 but upto 120"
10
890
89.03
"80 mm NB, Schedule upto 40 "
10
1117
111.77
"80mm NB, Schedule above 40 but upto 80 "
10
1311
131.19
"80 mm NB, Schedule above 80 but upto 120"
10
1671
167.17
"100mm NB, Schedule upto 40 "
10
1513
151.35
"100mm NB, Schedule above 40 but upto 80 "
10
1686
168.67
"150 mm NB, Schedule upto 40 "
10
2483
248.36
"150 mm NB, Schedule more than 40 but upto 80"
10
2832
283.21
"200 mm NB, Schedule above 20 but upto 40 "
5
1616
323.32
"200 mm NB, Schedule more than 40 but upto 80"
5
2060
412.01
"250 mm NB, Schedule above 20 but upto 40 "
5
2297
459.48
"250 mm NB, Schedule more than 40 but upto 80"
5
2567
513.47
"300 mm NB, Schedule above 20 but upto 40 "
5
2725
545.05
ALLOY STEEL PIPING (ASTM A335 GR. P22) JOINTS Transportation of all piping items from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawings etc. (alloy steel joints shall be welded by doing root run using TIG welding followed by filler passes by manual / semi-automatic arc welding. The job is to be pre-heated prior to welding and all joints to be stress relieved and fully radiographed, however, charges for stress relieving and radiography shall be paid separately), threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches, anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometric upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. 5.Payment of tapping points will also be made extra on joint basis, as the measurement is on joint basis.
-
-
-
15mm NB Sch upto 80 (TIG)
10
2765
276.5
15mm NB Sch above 80 (TIG)
10
2765
276.5
20mm NB Sch upto 80 (TIG)
10
3455
345.56
20mm NB Sch above 80 (TIG)
10
4525
452.5
25mm NB Sch upto 80 (TIG)
10
4327
432.76
25mm NB Sch above 80 (TIG)
10
5960
596.07
40mm NB Sch upto 40 (TIG)
10
6252
625.29
40mmNB Sch above 40 but upto 80(TIG)
10
8188
818.8
40mmNB Sch above 80 but upto 120(TIG)
10
9089
908.97
"50 mm NB, Schedule upto 40 "
10
6514
651.4
"50mm NB, Schedule above 40 but upto 80 "
10
8529
852.99
"50 mm NB, Schedule above 80 but upto 120"
10
9469
946.93
"80 mm NB, Schedule upto 40 "
10
12569
1256.93
"80mm NB, Schedule above 40 but upto 80 "
10
13953
1395.35
"80 mm NB, Schedule above 80 but upto 120"
5
8947
1789.48
"100mm NB, Schedule upto 40 "
5
8499
1699.87
"100mm NB, Schedule above 40 but upto 80 "
5
8970
1794.03
"100mm NB, Schedule above 80 but upto 120"
5
21573
4314.79
"150 mm NB, Schedule upto 40 "
5
13208
2641.6
"150 mm NB, Schedule more than 40 but upto 80"
5
15159
3031.85
"200 mm NB, Schedule above 20 but upto 40 "
5
17194
3438.94
"250 mm NB, Schedule above 20 but upto 40 "
5
24594
4918.88
"300 mm NB, Schedule above 20 but upto 40 "
5
29174
5834.92
PROVISION OF REINFORCEMENT PAD FOR P-22 Transportation from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, gri nding, edge preparation as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, pneumatic testing, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
Branch size 2 inch
5
4885
977.1
Branch size 3 inch
5
9427
1885.4
Branch size 4 inch
5
12749
2549.81
Branch size 6 inch
5
19812
3962.4
Branch size 8 inch
5
25792
5158.41
Branch size 10 inch
5
36891
7378.32
Branch size 12 inch
5
43761
8752.38
EXTRA FOR IBR GRADE ALLOY STEEL PIPING (ASTM A335 GR. P22) JOINTS Extra for IBR grade alloy steel piping (ASTM A335 GR. P22) joints. For IBR piping jobs, the scope of contractor shall be liasoning with IBR authorities including approval of drawings / documents from IBR authorities and also getting the final approval of the job from IBR authorities including payment of any fee or charges to IBR authorities for this purpose.
-
-
-
"15 mm NB, Schedule upto 80 "
10
230
23.04
"15 mm NB, Schedule above 80 "
10
230
23.04
"20 mm NB, Schedule upto 80 "
10
288
28.8
"20 mm NB, Schedule above 80 "
10
377
37.71
"25 mm NB, Schedule upto 80 "
10
360
36.06
"25 mm NB, Schedule above 80 "
10
496
49.67
"40 mm NB, Schedule upto 40 "
10
521
52.11
"40mm NB, Schedule above 40 but upto 80 "
5
341
68.23
"40 mm NB, Schedule above 80 but upto 120"
5
378
75.75
"50 mm NB, Schedule upto 40 "
5
325
65.14
"50mm NB, Schedule above 40 but upto 80 "
5
426
85.3
"80 mm NB, Schedule upto 40 "
5
628
125.69
"80mm NB, Schedule above 40 but upto 80 "
5
697
139.54
"100mm NB, Schedule upto 40 "
5
849
169.99
"100mm NB, Schedule above 40 but upto 80 "
5
897
179.4
"150 mm NB, Schedule more than 40 but upto 80"
5
1515
303.19
"200 mm NB, Schedule above 20 but upto 40 "
5
1719
343.89
"200 mm NB, Schedule more than 40 but upto 80"
5
2205
441.03
"250 mm NB, Schedule above 20 but upto 40 "
5
2459
491.89
"300 mm NB, Schedule above 20 but upto 40 "
5
2917
583.49
ALLOY STEEL PIPING (ASTM A335 GR. P5) JOINTS Transportation of all piping items from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawings etc. (alloy steel joints shall be welded by doing root run using TIG welding followed by filler passes by manual / semi-automatic arc welding. The job is to be pre-heated prior to welding and all joints to be stress relieved and fully radiographed, however, charges for stress relieving and radiography shall be paid separately), threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches, anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometric upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. 5. Payment of tapping points will also be made extra on joint basis, as the measurement is on joint basis.
-
-
-
15mm NB Sch upto 80 (TIG)
10
3688
368.86
15mm NB Sch above 80 (TIG)
10
3688
368.86
20mm NB Sch upto 80 (TIG)
10
4609
460.99
20mm NB Sch above 80 (TIG)
10
5730
573.04
25mm NB Sch upto 80 (TIG)
10
5773
577.31
25mm NB Sch above 80 (TIG)
10
7533
753.38
40mm NB Sch upto 40 (TIG)
10
8341
834.16
40mmNB Sch above 40 but upto 80(TIG)
10
10369
1036.93
40mmNB Sch above 80 but upto 120(TIG)
10
10578
1057.88
"50 mm NB, Schedule upto 40 "
10
8689
868.99
"50mm NB, Schedule above 40 but upto 80 "
10
10802
1080.23
"50 mm NB, Schedule above 80 but upto 120"
10
11020
1102.05
"80 mm NB, Schedule upto 40 "
10
15917
1591.78
"80mm NB, Schedule above 40 but upto 80 "
10
16239
1623.94
"80 mm NB, Schedule above 80 but upto 120"
10
21283
2128.36
"100mm NB, Schedule upto 40 "
10
21484
2148.47
"100mm NB, Schedule above 40 but upto 80 "
10
20879
2087.92
"100mm NB, Schedule above 80 but upto 120"
10
48258
4825.82
"150 mm NB, Schedule upto 40 "
10
30743
3074.34
"150 mm NB, Schedule more than 40 but upto 80"
10
36066
3606.69
"150 mm NB, Schedule above 80 but upto 120"
10
71057
7105.73
"200 mm NB, Schedule above 20 but upto 40 "
10
40023
4002.31
"250 mm NB, Schedule above 20 but upto 40 "
10
58514
5851.49
"300 mm NB, Schedule above 20 but upto 40 "
5
34706
6941.21
PROVISION OF REINFORCEMENT PAD FOR P-5 Transportation from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, gri nding, edge preparation as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, pneumatic testing, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
Branch size 2 inch
5
6517
1303.49
Branch size 3 inch
5
11938
2387.67
Branch size 4 inch
5
16113
3222.71
Branch size 6 inch
5
23057
4611.51
Branch size 8 inch
5
30017
6003.46
Branch size 10 inch
2
17554
8777.24
Branch size 12 inch
2
20823
10411.82
EXTRA FOR IBR GRADE ALLOY STEEL PIPING (ASTM A335 GR. P5) JOINTS Extra for IBR grade alloy steel piping (ASTM A335 GR. P5) joints. For IBR piping jobs, the scope of contractor shall be liasoning with IBR authorities including approval of drawings / documents from IBR authorities and also getting the final approval of the job from IBR authorities including payment of any fee or charges to IBR authorities for this purpose.
-
-
-
"15 mm NB, Schedule upto 80 "
10
307
30.74
"15 mm NB, Schedule above 80 "
10
307
30.74
"20 mm NB, Schedule upto 80 "
10
384
38.42
"20 mm NB, Schedule above 80 "
10
477
47.75
"25 mm NB, Schedule upto 80 "
10
481
48.11
"25 mm NB, Schedule above 80 "
10
627
62.78
"40 mm NB, Schedule upto 40 "
10
695
69.51
"40mm NB, Schedule above 40 but upto 80 "
10
864
86.41
"40 mm NB, Schedule above 80 but upto 120"
10
881
88.16
"50 mm NB, Schedule upto 40 "
10
869
86.9
"50mm NB, Schedule above 40 but upto 80 "
10
1080
108.02
"50 mm NB, Schedule above 80 but upto 120"
10
1102
110.21
"80 mm NB, Schedule upto 40 "
10
1591
159.18
"80mm NB, Schedule above 40 but upto 80 "
10
1623
162.39
"80 mm NB, Schedule above 80 but upto 120"
5
1064
212.84
"100mm NB, Schedule upto 40 "
5
1074
214.85
"100mm NB, Schedule above 40 but upto 80 "
5
1043
208.79
"100mm NB, Schedule above 80 but upto 120"
5
2412
482.58
"150 mm NB, Schedule upto 40 "
5
1537
307.43
"150 mm NB, Schedule more than 40 but upto 80"
5
1803
360.67
"200 mm NB, Schedule above 20 but upto 40 "
5
2001
400.23
"200 mm NB, Schedule more than 40 but upto 80"
5
2622
524.55
"250 mm NB, Schedule above 20 but upto 40 "
5
2925
585.15
"250 mm NB, Schedule more than 40 but upto 80"
5
3268
653.71
"300 mm NB, Schedule above 20 but upto 40 "
5
3470
694.12
"300 mm NB, Schedule more than 40 but upto 80"
5
3877
775.45
ALLOY STEEL PIPING (ASTM A335 GR. P9) JOINTS Transportation of all piping items from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawings etc. (alloy steel joints shall be welded by doing root run using TIG welding followed by filler passes by manual / semi-automatic arc welding. The job is to be pre-heated prior to welding and all joints to be stress relieved and fully radiographed, however, charges for stress relieving and radiography shall be paid separately), threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches, anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings including preparation of small bore isometric upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction. The scope also includes supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. 5. Payment of tapping points will also be made extra on joint basis, as the measurement is on joint basis.
-
-
-
15mm NB Sch upto 80 (TIG)
10
4006
400.66
15mm NB Sch above 80 (TIG)
10
4006
400.66
20mm NB Sch upto 80 (TIG)
10
5007
500.73
20mm NB Sch above 80 (TIG)
10
5950
595.02
25mm NB Sch upto 80 (TIG)
10
6270
627.08
25mm NB Sch above 80 (TIG)
10
7821
782.11
40mm NB Sch upto 40 (TIG)
10
9060
906.08
40mmNB Sch above 40 but upto 80(TIG)
10
10767
1076.7
40mmNB Sch above 80 but upto 120(TIG)
10
11887
1188.73
"50 mm NB, Schedule upto 40 "
10
9439
943.91
"50mm NB, Schedule above 40 but upto 80 "
10
11216
1121.65
"50 mm NB, Schedule above 120 "
10
16836
1683.66
"80 mm NB, Schedule upto 40 "
10
16528
1652.82
"80mm NB, Schedule above 40 but upto 80 "
10
18248
1824.81
"100mm NB, Schedule upto 40 "
10
22304
2230.4
"100mm NB, Schedule above 40 but upto 80 "
10
23461
2346.18
"100mm NB, Schedule above 80 but upto 120"
10
53570
5357.05
"150 mm NB, Schedule upto 40 "
10
34546
3454.61
"150 mm NB, Schedule more than 40 but upto 80"
10
42054
4205.45
"150 mm NB, Schedule above 80 but upto 120"
5
39439
7887.93
"200 mm NB, Schedule above 20 but upto 40 "
5
22486
4497.36
"200 mm NB, Schedule more than 40 but upto 80"
5
30572
6114.54
"200 mm NB, Schedule above 80 but upto 120"
5
58710
11742.13
"250 mm NB, Schedule above 20 but upto 40 "
5
34114
6822.93
"250 mm NB, Schedule more than 40 but upto 80"
5
38100
7620.16
"250 mm NB, Schedule above 80 but upto 120"
5
93047
18609.51
"300 mm NB, Schedule above 20 but upto 40 "
5
40467
8093.56
"300 mm NB, Schedule more than 40 but upto 80"
5
45196
9039.26
PROVISION OF REINFORCEMENT PAD FOR P-9 Transportation from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, gri nding, edge preparation as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, pneumatic testing, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
Branch size 2 inch
5
7079
1415.86
Branch size 3 inch
5
12396
2479.23
Branch size 4 inch
5
16728
3345.61
Branch size 6 inch
5
25909
5181.91
Branch size 8 inch
2
13492
6746.03
Branch size 10 inch
2
20468
10234.39
Branch size 12 inch
2
24280
12140.34
EXTRA FOR IBR GRADE ALLOY STEEL PIPING (ASTM A335 GR. P9) JOINTS Extra for IBR grade alloy steel piping (ASTM A335 GR. P9) joints. For IBR piping jobs, the scope of contractor shall be liasoning with IBR authorities including approval of drawings / documents from IBR authorities and also getting the final approval of the job from IBR authorities including payment of any fee or charges to IBR authorities for this purpose.
-
-
-
"15 mm NB, Schedule upto 80 "
10
333
33.39
"15 mm NB, Schedule above 80 "
10
333
33.39
"20 mm NB, Schedule upto 80 "
10
417
41.73
"20 mm NB, Schedule above 80 "
10
495
49.58
"25 mm NB, Schedule upto 80 "
10
522
52.26
"25 mm NB, Schedule above 80 "
10
651
65.18
"40 mm NB, Schedule upto 40 "
10
755
75.51
"40mm NB, Schedule above 40 but upto 80 "
10
897
89.72
"40 mm NB, Schedule above 80 but upto 120"
10
990
99.06
"40 mm NB, Schedule above 120 "
10
1205
120.59
"50 mm NB, Schedule upto 40 "
10
943
94.39
"50mm NB, Schedule above 40 but upto 80 "
10
1121
112.17
"50 mm NB, Schedule above 80 but upto 120"
10
1238
123.84
"50 mm NB, Schedule above 120 "
10
1683
168.37
"80 mm NB, Schedule upto 40 "
10
1652
165.28
"80mm NB, Schedule above 40 but upto 80 "
10
1824
182.48
"80 mm NB, Schedule above 80 but upto 120"
10
2481
248.1
"80 mm NB, Schedule above 120 "
10
4764
476.44
"100mm NB, Schedule upto 40 "
5
1115
223.04
"100mm NB, Schedule above 40 but upto 80 "
5
1173
234.62
"100mm NB, Schedule above 80 but upto 120"
5
2678
535.7
"100mm NB, Schedule above 120 "
5
3476
695.23
"150 mm NB, Schedule upto 40 "
5
1727
345.46
"150 mm NB, Schedule more than 40 but upto 80"
5
2102
420.55
"150 mm NB, Schedule above 80 but upto 120"
5
3943
788.79
"150 mm NB, Schedule above 120"
5
5735
1147.04
"200 mm NB, Schedule above 20 but upto 40 "
5
2248
449.74
"200 mm NB, Schedule more than 40 but upto 80"
5
3057
611.45
"200 mm NB, Schedule above 80 but upto 120"
5
5871
1174.21
"250 mm NB, Schedule above 20 but upto 40 "
5
3411
682.29
"250 mm NB, Schedule more than 40 but upto 80"
5
3810
762.02
"300 mm NB, Schedule above 20 but upto 40 "
5
4046
809.36
"300 mm NB, Schedule more than 40 but upto 80"
5
4519
903.93
SALVAGING OF ALLOY STEEL PIPING Cutting, Grinding, Bevelling and Welding of pipe ends of alloy steel pipes of different sizes, grades and thickness upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches as per instruction of the Engineer-in-Charge complete with supply of tools, tackles consumables labours and contractor's supervision. The rate shall be applicable for the following: Upto 2 inch NB- Sch. 80, above 2 inch but upto 10 inch- Sch. 40, 12 inch - Sch. 30, above 12 inch- Sch. 20. NOTE: 1.For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 2.Requirement of scaffolding to be envisaged and decided by Engineer-in-Charge as per site requirement and scaffolding item to be pa id separately.
-
-
-
"AS P1, P2, P11, P12"
2
2041
1020.74
AS P22
2
2188
1094.09
AS P5
2
2545
1272.61
AS P9
2
2916
1458.33
STAINLESS STEEL PIPING (GR. SS 300) JOINTS Transportation of all piping items from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawing etc., threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches; anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings, including preparation of small bore isometric upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables a nd labour etc. to complete the work in all respects including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fa brication as directed by the Engineer-in-Charge. NOTE: 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. 5. Payment of tapping points will also be made extra on joint basis, as the measurement is on joint basis.
-
-
-
15mm NB Sch upto 40 (TIG)
10
2294
229.42
15mmNB Sch more than 40 but upto 80(TIG)
10
3664
366.42
20mm NB Sch upto 40 (TIG)
10
2867
286.73
20mmNB Sch more than 40 but upto 80(TIG)
10
4579
457.94
25mm NB Sch upto 40 (TIG)
10
5734
573.49
25mmNB Sch more than 40 but upto 80(TIG)
10
5734
573.49
40mm NB Sch upto 40 (TIG)
10
8286
828.65
40mmNB Sch more than 40 but upto 80(TIG)
10
9860
986
"50 mm NB, Schedule upto 40 "
10
8632
863.24
"50 mm NB, Schedule more than 40 but upto 80"
10
10271
1027.17
"80 mm NB, Schedule upto 40 "
10
15136
1513.6
"100 mm NB, Schedule upto 40 "
10
20534
2053.46
"150 mm NB, Schedule upto 40 "
5
16097
3219.46
"200 mm NB, Schedule upto 40 "
5
20956
4191.23
"250 mm NB, Schedule upto 40 "
5
31908
6381.75
PROVISION OF REINFORCEMENT PAD FOR SS 300 SERIES Transportation from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, gri nding, edge preparation as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, pneumatic testing, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
Branch size 2 inch
2
2589
1294.87
Branch size 3 inch
2
4540
2270.39
Branch size 4 inch
2
6160
3080.18
Branch size 6 inch
2
9658
4829.19
Branch size 8 inch
2
12573
6286.85
Branch size 10 inch
2
19145
9572.63
STAINLESS STEEL PIPING (GR. SS 400) JOINTS Transportation of all piping items from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, grinding, edge preparation of pipes and fittings, like flanges, elbows, tees, reducers etc. to match the mating edges of different thickness; fit-up, bending, welding using approved welding electrodes as per owners quality requirements etc. as per codes/specifications, drawing etc., threading, laying, erection and alignment of pipes upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches; anchoring wherever required, connecting with equipment, nozzles, steam traps, strainers, orifice assemblies (including tapping upto first block valve), spray nozzles, rotameters; tapping for instrument connections like pressure gauges, thermowells, sample connections, vents, drains etc. including fixing of all types of SW valves, gaskets, nuts and bolts, all inline instruments, elbows, tees, flanges, reducers, full coupling or half coupling, reinforcement pads, earthing strip wherever required; welding prefabricated shoes and supports (including alignment) as per the drawings, including preparation of small bore isometric upto 1.5 inch NB, specifications, codes etc. and as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables a nd labour etc. to complete the work in all respects including area preparation for hot jobs, area cleaning after completion of work, flushing wherever required, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fa brication as directed by the Engineer-in-Charge. NOTE: 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. 4. Piping up to 40mm NB shall be fully TIG welded. Piping size 50mm NB & above, where TIG welding is used for root run only, the rates to be escalated by 15% and where TIG welding is used for entire joints the rates to be escalated by 20%. 5. Payment of tapping points will also be made extra on joint basis, as the measurement is on joint basis.
-
-
-
15mm NB Sch upto 40 (TIG)
5
1074
214.91
15mmNB Sch more than 40 but upto 80(TIG)
5
1629
325.85
15mmNB Sch above 80 but upto 120(TIG)
5
1629
325.85
20mm NB Sch upto 40 (TIG)
5
1342
268.58
20mmNB Sch more than 40 but upto 80(TIG)
5
2036
407.24
20mmNB Sch above 80 but upto 120(TIG)
5
2571
514.31
25mm NB Sch upto 40 (TIG)
5
2550
510
25mmNB Sch more than 40 but upto 80(TIG)
5
2550
510
25mmNB Sch above 80 but upto 120(TIG)
5
3400
680.06
40mm NB Sch upto 40 (TIG)
5
3684
736.9
40mmNB Sch more than 40 but upto 80(TIG)
5
4653
930.65
40mmNB Sch above 80 but upto 120(TIG)
5
5237
1047.58
"50 mm NB, Schedule upto 40 "
5
3838
767.67
"50 mm NB, Schedule more than 40 but upto 80"
5
4847
969.51
"80 mm NB, Schedule upto 40 "
5
7143
1428.63
"100 mm NB, Schedule upto 40 "
5
9696
1939.38
"150 mm NB, Schedule upto 40 "
5
15222
3044.41
"200 mm NB, Schedule upto 40 "
5
19816
3963.34
"250 mm NB, Schedule upto 40 "
5
28546
5709.29
PROVISION OF REINFORCEMENT PAD FOR SS 400 SERIES Transportation from owner's storage points to work site and/ or pre-fabrication yard and to site after pre-fabrication; cutting, gri nding, edge preparation as per the instructions of the Engineer-in-Charge to his entire satisfaction including supplying of all types of tools and tackles, lifting arrangements, equipment, machineries, all consumables and labour etc. to complete the work in all respects in a workman like manner including area preparation for hot jobs, area cleaning after completion of work, pneumatic testing, cleaning of pipes externally off all foreign materials like weld beads, clamps fixtures etc. used in fabrication as directed by the Engineer-in-Charge. NOTE : 1. Proper safety arrangements for carrying out the job is under contractor's scope and the same has to be complied with as per the d irections of the Engineer- in-Charge. 2. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 3. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
Branch size 2 inch
2
2303
1151.5
Branch size 3 inch
2
4285
2142.94
Branch size 4 inch
2
5818
2909.07
Branch size 6 inch
2
9133
4566.61
Branch size 8 inch
2
11890
5945
Branch size 10 inch
2
17127
8563.93
EXTRA FOR IBR GRADE STAINLESS STEEL PIPING (GR. SS 400) JOINTS Extra for IBR grade stainless steel piping (GR. SS 400) joints. For IBR piping jobs, the scope of contractor shall be liasoning with IBR authorities including approval of drawings / documents from IBR authorities and also getting the final approval of the job from IBR authorities including payment of any fee or charges to IBR authorities for this purpose.
-
-
-
"15 mm NB, Schedule upto 40 "
5
89
17.91
"15 mm NB, Schedule more than 40 but upto 80"
5
135
27.15
"20 mm NB, Schedule upto 40 "
5
111
22.38
"20 mm NB, Schedule more than 40 but upto 80"
5
169
33.94
"25 mm NB, Schedule upto 40 "
5
212
42.5
"25 mm NB, Schedule more than 40 but upto 80"
5
212
42.5
"40 mm NB, Schedule upto 40 "
5
307
61.41
"40 mm NB, Schedule more than 40 but upto 80"
5
387
77.55
"50 mm NB, Schedule upto 40 "
5
383
76.77
"50 mm NB, Schedule more than 40 but upto 80"
5
484
96.95
"80 mm NB, Schedule upto 40 "
5
714
142.86
"80 mm NB, Schedule more than 40 but upto 80"
5
804
160.81
"100 mm NB, Schedule upto 40 "
5
969
193.94
"100 mm NB, Schedule more than 40 but upto 80"
5
1033
206.76
"150 mm NB, Schedule upto 40 "
5
1522
304.44
"150 mm NB, Schedule more than 40 but upto 80"
5
1759
351.9
"200 mm NB, Schedule upto 40 "
5
1981
396.33
"200 mm NB, Schedule more than 40 but upto 80"
5
2552
510.46
"250 mm NB, Schedule upto 40 "
5
2854
570.93
SALVAGING OF STAINLESS STEEL PIPING Cutting, Grinding, Bevelling and Welding of pipe ends of SS pipes of different sizes, grades and thickness upto a height of 5 meters on sleepers, pipe racks etc. or upto 5 meters depth in trenches as per instruction of the Engineer-in-Charge complete with supply of tools, tackles consumables labours and contractor's supervision. NOTE: 1.For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. 2.Requirement of scaffolding to be envisaged and decided by Engineer-in-Charge as per site requirement and scaffolding item to be pa id separately.
-
-
-
SS 300
5
7044
1408.93
EXTRA FOR IBR GRADE STAINLESS STEEL PIPING (GR. SS 300) JOINTS Extra for IBR grade stainless steel piping (GR. SS 300) joints. For IBR piping jobs, the scope of contractor shall be liasoning with IBR authorities including approval of drawings / documents from IBR authorities and also getting the final approval of the job from IBR authorities including payment of any fee or charges to IBR authorities for this purpose.
-
-
-
15 mm NB, Schedule upto 40
5
95
19.12
15 mm NB, Schedule more than 40 but upto 80
5
152
30.53
15 mm NB, Schedule above 80 but upto 120
5
152
30.53
20 mm NB, Schedule upto 40
5
119
23.89
20 mm NB, Schedule more than 40 but upto 80
5
190
38.16
25 mm NB, Schedule upto 40
5
238
47.79
25 mm NB Schedule more than 40 but upto 80
5
238
47.79
40 mm NB, Schedule upto 40
5
345
69.05
40 mm NB, Schedule more than 40 but upto 80
5
410
82.17
50 mm NB, Schedule upto 40
5
431
86.32
50 mm NB, Schedule more than 40 but upto 80
5
513
102.72
80 mm NB, Schedule upto 40
5
756
151.36
80 mm NB, Schedule more than 40 but upto 80
5
850
170.06
100 mm NB, Schedule upto 40
5
1026
205.35
150 mm NB, Schedule upto 40
5
1609
321.95
200 mm NB, Schedule upto 40
5
2095
419.12
250 mm NB, Schedule upto 40
5
3190
638.18
FABRICATION AND ERECTION OF PIPE SUPPORT / PLATFORMS / DAVITS / STAIR CASE ETC. The job includes getting the materials issued, transportation to work site and handling at site, fabrication at the required size and shape using steel pipes, MS structural / plates etc. by cutting, bevelling and welding including fixing of MS gratings / chequered plates on platform at all elevation by welding, bolting or otherwise to existing members or equipment. This also includes fabrication and fixing of pipe clamps, non-standard bolts etc. inclusive of labour, consumables, heavy equipment, tools and tackles and materials required for U-clamps, J-bolts etc. and complete in all respect as per drawings, specifications and instructions of the Engineer-in-Charge. (Excluding cost of structural steel).
-
-
-
FABRICATION AND ERECTION OF PIPE SUPPORT / PLATFORMS / DAVITS / STAIR CASE ETC.
5
152091
30418.28
DISMANTLING OF STRUCTURALS LIKE PIPE SUPPORT / STAIRWAY / DAVITS ETC. Removal of existing platforms / pipe supports / davits / stairways etc. along with adjacent fittings / members by cutting / debolting or by any other means without damaging the remaining unit and lowering down to the ground, retrieving of all the usable materials and transportation to the storage point as directed by the Engineer-in-Charge and complete in all respect with all labour, tools, tackles, heavy equipment, consumables and supervision etc. as per the direction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
DISMANTLING OF STRUCTURALS LIKE PIPE SUPPORT / STAIRWAY / DAVITS ETC.
2
26028
13014.09
BENDING OF PIPES Bending of pipes: the job includes bending of pipes in the required curvature and supply of all tools, tackles, labour, and the supervision to complete the job as per and to the full satisfaction of the Engineer-in-Charge.
-
-
-
15 mm NB
5
308
61.6
20 mm NB
5
410
82.14
25 mm NB
5
513
102.67
40 mm NB
5
821
164.28
50 mm NB
5
1026
205.35
80 mm NB
5
1642
328.55
100 mm NB
5
2053
410.69
150 mm NB
5
3080
616.04
200 mm NB
5
4106
821.38
DYE PENETRATION TEST FOR PIPING WORKS Performance of dye penetration test including supply of all necessary materials, penetrant, developer etc. along with all equipment’s, labour, for carrying out the work as per specification and direction of engineer -in-charge at all elevations. Test has to be carried out in all metallurgy the test has to carry out on all schedules of pipes.
-
-
-
For Pipes (Per Inch Dia)
50
2767
55.35
For Vessels / Tanks (Per Inch)
50
874
17.49
RADIOGRAPHY OF PIPING WORKS Performance of radiographic inspection on all type and sizing of piping/ pipe fittings in position at all heights inclusive of providing sources, film, chemicals, and all necessary equipment, consumables etc. complete in all respect as per specification and instruction of the Engineer-in-Charge.
-
-
-
For Pipes (Per Inch Dia)
50
16484
329.68
For Vessel/ tanks etc. (Per Inch)
50
4781
95.63
HYDROTESING OF PIPING WORKS Hydrostatic testing of pipelines at the specified pressure including blinding/deblinding, fabrication and fixing of testing connections, pressure gauge installation. Hose pipe connection and making all other arrangements as required and dewatering, flushing and boxing up after fixing proper gaskets with supply of all labour, tools andtackles, instruments and instruction of the Engineer-in-Charge. The job has to be carried out at all elevations. In case of Hydrotest Failure, Re-testings shall be carried out at no extra cost. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
15 mm
50
555
11.1
20 mm
50
693
13.87
25 mm
50
868
17.37
40 mm
50
1852
37.05
50 mm
50
1930
38.6
80 mm
50
3821
76.43
100 mm
50
4913
98.27
150 mm
50
8068
161.36
200 mm
50
9418
188.37
250 mm
50
12355
247.11
300 mm
20
5862
293.13
Vessel/ Bullet
100
27012
270.12
PNEUMATIC TESTING OF PIPING Pneumatic test of pipe lines surface to identify leaks after cleaning the surface with wire brush, air jet etc. including all connected jobs of blinding, deblinding etc. and all preparatory jobs as required with all tools, tackles, consumables, air compressor, vacuum box and all other as directed by the Engineer-in-Charge. The job has to be executed at all elevations. Note: Unit of measurement "EA" is to be read as " Metre"
-
-
-
15 mm
10
55
5.55
20 mm
10
69
6.94
25 mm
10
86
8.69
40 mm
10
185
18.53
50 mm
10
193
19.3
80 mm
10
382
38.22
100 mm
10
491
49.13
150 mm
5
403
80.68
200 mm
5
470
94.18
250 mm
5
617
123.55
300 mm
5
732
146.56
FIXING / REMOVAL OF FLANGES / BLIND FLANGES OF RATING UPTO 300# Opening / fixing etc. of flanges / blind flanges / spool pieces at the two flange joint (rating upto 300#) as and when required for elbow reversing, wedge opening etc. or any other job including handling of flanges and preparation of gaskets from the sheet including tools and tackles, consumables, supervision etc. and as per direction of the Engineer-in-Charge.
-
-
-
15 mm
100
2881
28.81
20 mm
100
3842
38.42
25 mm
100
4802
48.02
40 mm
100
7684
76.84
50 mm
100
9605
96.05
80 mm
100
15367
153.67
100 mm
100
19209
192.09
150 mm
100
28814
288.14
200 mm
100
38418
384.18
250 mm
100
48023
480.23
300 mm
100
57628
576.28
FIXING / REMOVAL OF FLANGES / BLIND FLANGES OF RATING MORE THAN 300# AND UPTO 600# Opening / fixing etc. of flanges / blind flanges / spool pieces at the two flange joint (rating more than 300# and upto 600#) as and when required for elbow reversing, wedge opening etc. or any other job including handling of flanges and preparation of gaskets from the sheet including tools and tackles, consumables, supervision etc. and as per direction of the Engineer-in-Charge.
-
-
-
15 mm
50
1801
36.02
20 mm
50
2401
48.02
25 mm
50
3001
60.03
40 mm
50
4802
96.05
50 mm
50
6003
120.06
80 mm
50
9604
192.09
100 mm
50
12006
240.12
150 mm
50
18008
360.17
200 mm
50
24011
480.23
250 mm
50
30014
600.29
300 mm
50
36017
720.35
FIXING / REMOVAL OF FLANGES / BLIND FLANGES OF RATING MORE THAN 600# Opening / fixing etc. of flanges / blind flanges / spool pieces at the two flange joint (rating more than 600#) as and when required for elbow reversing, wedge opening etc. or any other job including handling of flanges and preparation of gaskets from the sheet including tools and tackles, consumables, supervision etc. and as per direction of the Engineer-in-Charge.
-
-
-
15 mm
10
432
43.22
20 mm
10
576
57.63
25 mm
10
720
72.03
40 mm
10
1152
115.26
50 mm
10
1440
144.07
80 mm
10
2305
230.51
100 mm
10
2881
288.14
150 mm
10
4322
432.21
200 mm
10
5762
576.28
250 mm
10
7203
720.35
300 mm
10
8644
864.42
EXTRA FOR FIXING / REMOVAL OF RTJ FLANGES / BLIND FLANGES Extra for opening / fixing etc. of RTJ flanges / blind flanges / spool pieces for lapping etc.
-
-
-
15 mm
20
57
2.88
20 mm
20
76
3.84
25 mm
20
96
4.8
40 mm
20
153
7.68
50 mm
20
192
9.6
80 mm
20
307
15.37
100 mm
20
384
19.21
150 mm
20
576
28.81
200 mm
20
768
38.42
250 mm
20
960
48.02
300 mm
20
1152
57.63
HEAT TREATMENT Heat treatment of shop fabricated for already installed piping / static equipment etc. for joints or other operations wherever required. Heating to be carried out in a furnace or by using an electric resistance or induction heating equipment ensuring uniform temperature attainment at all points of the portion being heat-treated. The portion under heat treatment shall be wrapped suitably under insulation to avoid any harmful temperature gradient. The temperature thus attainted in the portion under heat treatment shall be recorded by means of thermocouples, pyrometer and an automatic temperature recorders suitably calibrated should be employed. The calibration chart of each recorder along with hardness test results shall be submitted to the Engineer-in-Charge for approval. The details of heat treatment such as heating rate, soaking temperature pause period and cooling rate etc. to be carried out as per relevant standards / code as instructed by the Engineer-in-Charge.
-
-
-
For Pipes (Per Inch Dia)
10
4781
478.16
For Vessel & Tanks
10
201449
20144.94
FABRICATION OF PLATE FLANGES Fabrication of plate flanges for the given plate and shifting of material for store to work place and fabricating as per drawing and instruction of Engineer-in-Charge.
-
-
-
Upto size Dia 50 mm
10
585
58.52
Above Dia 50 mm and up to Dia 100 mm
10
1170
117.04
Above Dia 100 mm and up to Dia 200 mm
5
1267
253.52
Above Dia 200 mm and up to Dia 300 mm
5
1901
380.28
DISMANTLING OF EQUIPMENT (INCLUDING HEAVY EQUIPMENT CHARGES) The job involves removal of existing equipment along with base frame/ support plate, insulation etc. unfastening, dismantling and transporting of all types of equipment from all elevations such as vessels, heat-exchangers, pumps, mixers etc. with all care to avoid any damage to equipment to the scrapyard/ project stores/ main stores/ designated place with all connected structural, various fittings, instruments installed on the equipment. Job also includes supplying of all types of tools, tackles, lifting arrangements, cranes, tractor trolley and equipment, machineries all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
DISMANTLING OF EQUIPMENT (INCLUDING HEAVY EQUIPMENT CHARGES)
5
80709
16141.98
INSTALLATION OF ROTATING EQUIPMENT (PUMP/ MIXER/ COMPRESSOR/ TURBINE ETC.) (INCLUDING HEAVY EQUIPMENT CHARGES) Transportation of rotating equipment with drives (including all types of pumps/ mixers/ compressors/ turbines etc.) and accessories from owner's storage points to worksite, assembly of parts/ sub-assemblies, installation of base plates for foundations, placing the equipment on prepared foundations, levelling with machined and tapered metallic wedges and tack welding grouting, carrying out alignment, trial runs and start up runs and providing manpower for testing, rectifying and defect and completion of works in all respects including earthing protection by way of fixing strips and electrodes as per drawings and specifications. Job also includes supplying of all types of labour, tools, tackles, lifting arrangements, heavy equipment, machineries all consumables to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
INSTALLATION OF ROTATING EQUIPMENT (PUMP/ MIXER/ COMPRESSOR/ TURBINE ETC.) (INCLUDING HEAVY EQUIPMENT CHARGES)
20
429311
21465.59
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS UPTO 5 MT (INCLUDING HEAVY EQUIPMENT CHARGES) Transportation of vessel/ columns/ filters/ drums etc. from owner's storage point to worksite, assembly of parts, sub-assemblies (including internals), erection at all elevations, aligning, tightening of bolts, grouting, cleaning, hydrotesting and flushing by water, draining, drying by compressed air and installation of all mountings and completing the works in all respects including earthing protection by way of fixing strips and electrodes as per drawings and specifications. Job also includes supplying of all types of tools, tackles, lifting arrangements, heavy equipment, machineries all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS UPTO 5 MT (INCLUDING HEAVY EQUIPMENT CHARGES)
20
375810
18790.51
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. UPTO 5 MT (INCLUDING HEAVY EQUIPMENT CHARGES) Transportation of the exchangers from owner's storage point to worksite erection at various elevations on foundation/ supporting structure, levelling, aligning, grouting, fixing of foundation bolts, stacking of multitier exchangers (which are stored in unstack condition), flushing, testing, draining by compressed air and completing the work in all respect including earthing protection by way of fixing earthing strips and electrodes, anodes as per specifications. Job also includes supplying of all types of tools, tackles, lifting arrangements, heavy equipment, machineries all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. UPTO 5 MT (INCLUDING HEAVY EQUIPMENT CHARGES)
20
480689
24034.48
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS MORE THAN 5 MT AND UPTO 10 MT (INCLUDING HEAVY EQUIPMENT CHARGES) Transportation of vessel/ columns/ filters/ drums etc. from owner's storage point to worksite, assembly of parts, sub-assemblies (including internals), erection at all elevations, aligning, tightening of bolts, grouting, cleaning, hydrotesting and flushing by water, draining, drying by compressed air and installation of all mountings and completing the works in all respects including earthing protection by way of fixing strips and electrodes as per drawings and specifications. Job also includes supplying of all types of tools, tackles, lifting arrangements, heavy equipment, machineries all consumables and labour to complete the job in a workman like manner,area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS MORE THAN 5 MT AND UPTO 10 MT (INCLUDING HEAVY EQUIPMENT CHARGES)
10
215274
21527.46
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. MORE THAN 5 MT AND UPTO 10 MT (INCLUDING HEAVY E QUIPMENT CHARGES) Transportation of the exchangers from owner's storage point to worksite erection at various elevations on foundation/ supporting structure, levelling, aligning, grouting, fixing of foundation bolts, stacking of multitier exchangers (which are stored in unstack condition), flushing, testing, draining by compressed air and completing the work in all respect including earthing protection by way of fixing earthing strips and electrodes, anodes as per specifications. Job also includes supplying of all types of tools, tackles, lifting arrangements, heavy equipment, machineries all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. MORE THAN 5 MT AND UPTO 10 MT (INCLUDING HEAVY E QUIPMENT CHARGES)
10
308940
30894.02
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS MORE THAN 10 MT AND UPTO 20 MT (INCLUDING HEAVY EQUIPMENT CHARGES) Transportation of vessel/ columns/ filters/ drums etc. from owner's storage point to worksite, assembly of parts, sub-assemblies (including internals), erection at all elevations, aligning, tightening of bolts, grouting, cleaning, hydrotesting and flushing by water, draining, drying by compressed air and installation of all mountings and completing the works in all respects including earthing protection by way of fixing strips and electrodes as per drawings and specifications. Job also includes supplying of all types of tools, tackles, lifting arrangements, heavy equipment, machineries all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS MORE THAN 10 MT AND UPTO 20 MT (INCLUDING HEAVY EQUIPMENT CHARGES)
10
263333
26333.35
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. MORE THAN 10 MT AND UPTO 20 MT (INCLUDING HEAVY EQUIPMENT CHARGES) Transportation of the exchangers from owner's storage point to worksite erection at various elevations on foundation/ supporting structure, levelling, aligning, grouting, fixing of foundation bolts, stacking of multitier exchangers (which are stored in unstack condition), flushing, testing, draining by compressed air and completing the work in all respect including earthing protection by way of fixing earthing strips and electrodes, anodes as per specifications. Job also includes supplying of all types of tools, tackles, lifting arrangements, heavy equipment, machineries all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. MORE THAN 10 MT AND UPTO 20 MT (INCLUDING HEAVY EQUIPMENT CHARGES)
10
358048
35804.82
DISMANTLING OF EQUIPMENT (EXCLUDING HEAVY EQUIPMENT CHARGES) The job involves removal of existing equipment along with base frame/ support plate, insulation etc. unfastening, dismantling and transporting of all types of equipment from all elevations such as vessels, heat-exchangers, pumps, mixers etc. with all care to avoid any damage to equipment to the scrapyard/ project stores/ main stores/ designated place with all connected structural, various fittings, instruments installed on the equipment. Job also includes supplying of all types of tools, tackles, all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. Requirement of heavy equipment to be envisaged by Engineer-in-Charge and to be arranged separately, if required, as the same in not included in the item rate.
-
-
-
DISMANTLING OF EQUIPMENT (EXCLUDING HEAVY EQUIPMENT CHARGES) The job involves removal of existing equipment along with base frame/ support plate, insulation etc. unfastening, dismantling and transporting of all types of equipment from all elevations such as vessels, heat-exchangers, pumps, mixers etc. with all care to avoid any damage to equipment to the scrapyard/ project stores/ main stores/ designated place with all connected structural, various fittings, instruments installed on the equipment. Job also includes supplying of all types of tools, tackles, all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
5
27873
5574.67
INSTALLATION OF ROTATING EQUIPMENT (PUMP/ MIXER/ COMPRESSOR/ TURBINE ETC.) (EXCLUDING HEAVY EQUIPMENT CHARGES) Transportation of rotating equipment with drives (including all types of pumps/ mixers/ compressors/ turbines etc.) and accessories from owner's storage points to worksite, assembly of parts/ sub-assemblies, installation of base plates for foundations, placing the equipment on prepared foundations, levelling with machined and tapered metallic wedges and tack welding grouting, carrying out alignment, trial runs and start up runs and providing manpower for testing, rectifying and defect and completion of works in all respects including earthing protection by way of fixing strips and electrodes as per drawings and specifications. Job also includes supplying of all types of tools, tackles, all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. Requirement of heavy equipment to be envisaged by Engineer-in-Charge and to be arranged separately, if required, as the same in not included in the item rate.
-
-
-
INSTALLATION OF ROTATING EQUIPMENT (PUMP/ MIXER/ COMPRESSOR/ TURBINE ETC.) (EXCLUDING HEAVY EQUIPMENT CHARGES) Transportation of rotating equipment with drives (including all types of pumps/ mixers/ compressors/ turbines etc.) and accessories from owner's storage points to worksite, assembly of parts/ sub-assemblies, installation of base plates for foundations, placing the equipment on prepared foundations, levelling with machined and tapered metallic wedges and tack welding grouting, carrying out alignment, trial runs and start up runs and providing manpower for testing, rectifying and defect and completion of works in all respects including earthing protection by way of fixing strips and electrodes as per drawings and specifications. Job also includes supplying of all types of tools, tackles, all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
20
134680
6734.02
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS UPTO 10 MT (EXCLUDING HEAVY EQUIPMENT CHARGES) Transportation of vessel/ columns/ filters/ drums etc. from owner's storage point to worksite, assembly of parts, sub-assemblies (including internals), erection at all elevations, aligning, tightening of bolts, grouting, cleaning, hydrotesting and flushing by water, draining, drying by compressed air and installation of all mountings and completing the works in all respects including earthing protection by way of fixing strips and electrodes as per drawings and specifications. Job also includes supplying of all types of tools, tackles, all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. Requirement of heavy equipment to be envisaged by Engineer-in-Charge and to be arranged separately, if required, as the same in not included in the item rate.
-
-
-
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS UPTO 10 MT (EXCLUDING HEAVY EQUIPMENT CHARGES)
10
67743
6774.31
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. UPTO 10 MT (EXCLUDING HEAVY EQUIPMENT CHARGES) Transportation of the exchangers from owner's storage point to worksite erection at various elevations on foundation/ supporting structure, levelling, aligning, grouting, fixing of foundation bolts, stacking of multitier exchangers (which are stored in unstack condition), flushing, testing, draining by compressed air and completing the work in all respect including earthing protection by way of fixing earthing strips and electrodes, anodes as per specifications. Job also includes supplying of all types of tools, tackles, all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. Requirement of heavy equipment to be envisaged by Engineer-in-Charge and to be arranged separately, if required, as the same in not included in the item rate.
-
-
-
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. UPTO 10 MT (EXCLUDING HEAVY EQUIPMENT CHARGES)
10
76454
7645.49
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS MORE THAN 10 MT AND UPTO 20 MT (EXCLUDING HEAVY EQUIPMENT CHARGES) Transportation of vessel/ columns/ filters/ drums etc. from owner's storage point to worksite, assembly of parts, sub-assemblies (including internals), erection at all elevations, aligning, tightening of bolts, grouting, cleaning, hydrotesting and flushing by water, draining, drying by compressed air and installation of all mountings and completing the works in all respects including earthing protection by way of fixing strips and electrodes as per drawings and specifications. Job also includes supplying of all types of tools, tackles, all consumables and labour to complete the job in a workman like manner,, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. Requirement of heavy equipment to be envisaged by Engineer-in-Charge and to be arranged separately, if required, as the same in not included in the item rate.
-
-
-
INSTALLATION OF VESSELS/ COLUMNS/ DRUMS/ FILTERS MORE THAN 10 MT AND UPTO 20 MT (EXCLUDING HEAVY EQUIPMENT CHARGES)
10
83735
8373.57
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. MORE THAN 10 MT AND UPTO 20 MT (EXCLUDING HEAVY EQUIPMENT CHARGES) Transportation of the exchangers from owner's storage point to worksite erection at various elevations on foundation/ supporting structure, levelling, aligning, grouting, fixing of foundation bolts, stacking of multitier exchangers (which are stored in unstack condition), flushing, testing, draining by compressed air and completing the work in all respect including earthing protection by way of fixing earthing strips and electrodes, anodes as per specifications. Job also includes supplying of all types of tools, tackles, all consumables and labour to complete the job in a workman like manner, area preparation for hot job and area cleaning after completion of work including blinding, deblinding, removal of insulation, gas cutting of bolts, chipping of foundation, flushing wherever required. All jobs are to be carried out as per the instruction and to the full satisfaction of the Engineer-in-Charge. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately. Requirement of heavy equipment to be envisaged by Engineer-in-Charge and to be arranged separately, if required, as the same in not included in the item rate.
-
-
-
INSTALLATION OF STATIC EQUIPMENT SUCH AS HEAT EXCHANGERS/ COOLERS/ CONDENSERS ETC. MORE THAN 10 MT AND UPTO 20 MT (EXCLUDING HEAVY EQUIPMENT CHARGES)
10
93496
9349.67
INSTALLATION OF FLANGED / RTJ VALVES/ LEVEL TROLL/ FIRE HYDRANT/ MONITORS/ SAFETY VALVES ETC. Transportation of all types of flanged / RTJ valves, level troll, fire hydrant, monitor, gaskets, nut bolts etc. either from owner's storage point to workshop and/ or worksite. Installation at ground level i.e. up to a height of 5 meters on sleepers, pipe racks etc. or up to 5 meters depth in trenches including assembly of valve accessories, cleaning of flanged faces, lapping of RTJ rings, providing new gasket (IOCL supplied) or cutting of new gaskets to proper size if required, placing the gaskets / RTJ ring properly, installation in position with correct direction, tightening of studs, providing earthing protection by way of fixing strips, complete the job in all respect as per drawings and direction of the Engineer-in-Charge, including all labour, tools, tackles, consumables and supervision etc. and tightening of the gland to ensure zero leak including hot bolting wherever applicable. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. Requirement of heavy equipment (other than transportation) to be envisaged by Engineer in Charge and to be arranged separately, if r equired, as the same in not included in the item rate. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
For Valves (other than RTJ)
20
610
30.53
For RTJ Valves
20
732
36.64
REMOVAL OF FLANGED / RTJ VALVES/ LEVEL TROLL/ FIRE HYDRANT/ MONITORS/ SAFETY VALVES ETC. Dismantling and removal of all types of flanged including RTJ valves, level troll, fire hydrant, monitor by debolting/ cold/ hot cutting of fasteners wherever required from pipelines at ground level i.e. up to a height of 5 meters on sleepers, pipe racks etc. or up to 5 meters depth in trenches including removal of gaskets, nut bolts etc. and transportation either to owner's storage point / workshop and / or scrapyard including loosening of studs, disconnecting earthing protection all complete as per direction of the Engineer-in-Charge including all labour, tools, tackles, consumables and supervision etc. For job execution beyond 5 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 5 meters. Requirement of scaffolding to be envisaged and decided by Engineer in Charge as per site requirement and scaffolding item to be paid separately.
-
-
-
REMOVAL OF FLANGED / RTJ VALVES/ LEVEL TROLL/ FIRE HYDRANT/ MONITORS/ SAFETY VALVES ETC.
20
458
22.9
WELDING OF CS PLATES Transportation of all items including plates etc. from owner's storage point to work site and / or prefabrication yard and welding of CS plates including cutting / grinding / edge preparing and required testing to prove soundness of weld joint with supply of all consumables, manpower, tools & tackles, supervision as per technical specifications, drawings and complete the job in all respect as per direction of the Engineer-in-Charge. Note: Heat treatment and other NDT charges shall be paid extra.
-
-
-
Upto 3mm thick
10
13659
1365.93
Above 3mm & upto 5mm thick.
10
18547
1854.79
Above 5mm & upto 6mm thick
10
24143
2414.34
Above 6mm & upto 7mm thick
10
27859
2785.95
Above 7mm & upto 9mm thick.
10
30786
3078.67
Above 9mm & upto 11mm thick
10
34844
3484.41
Above 11mm & upto 12.7mm thick
10
38926
3892.6
Above 12.7mm & upto 15mm thick
10
71466
7146.61
Above 15mm & upto 16mm thick.
10
85012
8501.21
CS / AS PLATE CUTTING Transportation of material from owner's storage point to work site, cutting of CS / AS plate by Gas/ grinding or any other means and complete the job in all respect as per drawings and direction of the Engineer-in-Charge, including all labour, tools, tackles, consumables and supervision etc.
-
-
-
Upto 3mm thick
10
500
50.03
Above 3 & upto 5mm thick
10
583
58.37
Above 5 & upto 6mm thick
10
636
63.68
Above 6 & upto 8mm thick
10
700
70.05
Above 8 & upto 10mm thick
5
389
77.83
Above 10 & upto 12mm thick
5
467
93.4
Above 12 & upto 14mm thick
5
530
106.13
Above 14 & upto 16mm thick
5
583
116.75
COLD CUTTING OF BOLTS Cutting of CS/ AS/ SS Bolts in position with hacksaw by cold cutting because of seized condition of bolts and nuts that can not be opened by ordinary means, as per instructions of the Engineer-in-Charge. Supply of consumables, labour, tools and tackles, equipment, supervision, area cleaning etc. will be in contractor's scope.
-
-
-
Cold Cutting of Bolts per Inch Dia
10
882
88.26
GAS CUTTING OF BOLTS Cutting of CS/ AS/ SS Bolts in position by means of gas cutting and complete the job in all respect as per instructions of the Engin eer-in-Charge including supply of tools and tackles, labour, consumables, equipment, supervision, area cleaning, cut edge smoothening by grinding etc.
-
-
-
Gas Cutting of Bolts per Inch Dia
10
580
58.07
STEEL SCAFFLODING (MATERIALS IN CONTRACTOR'S SCOPE) The job includes supply of all scaffolding materials, transportation to work site, erection of scaffolding at site as per ISMS (IndianOil Safety Management System) Standard-1007 on Scaffold Safety with safest and reliable design. Scaffolding design should consider the worst load combination expected during its service period. The supporting structure should be sufficient in strength, stability, and rigidity; The safety of personnel associated with the erection, alteration, and dismantling of the scaffold; the safety of persons using the scaffold; and the safety of persons in the vicinity of the scaffold to be considered mandatorily. Standard Tags for "Fit for Use" in Green Color and "Not Fit for Use" in Red Color to be fitted on scaffolding as per ISMS Standard-1007. Note: 1. For measurement in SQM: 2 (length + width) X height area covered by the scaffolding is to be taken. 2. Scaffolding measurement to be done by breaking the height into parts as per height slab mentioned below and adopting respective rates against mentioned height slabs.
-
-
-
Upto 6 M
20
2032
101.62
Above 6 m upto 10 m
20
2903
145.17
Above 10 m upto 20 m
20
4064
203.23
Above 20 m upto 30 m
20
6774
338.72
Above 30 m upto 40 m
20
10161
508.08
Above 40 m upto 50 m
10
10161
1016.17
Above 50 m upto 90 m
10
20323
2032.34
Intermediate plate form
10
1693
169.36
Volumetric (For inside Furnace/ Vessels etc.) (For volumetric scaffolding beyond 10 Mtr. elevation above or below ground level, rates are to be escalated by 10% for every 10 meters.)
10
2177
217.75
PF/ESI on line item 30
-
-
-
PF/ESI on line item 30
1
255212
255212.36
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