Bridge And Roof Company India Limited Tender
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Costs
EMD
₹ 1,42,90,000Document Cost
₹ 23,600Tender Fee
Refer Documents
Summary
Civil, Structural And Underground Piping Works For Interconnecting Pipe Rack Of Lupech (j-18) Project At Gujarat Refinery Of Indian Oil Corporation Limited
Description
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Contact
Tender Id
2022_BandR_703122_1Bid Award Id
ViewTender No
BandR/HO/51233-71128/Civil and Struct. Work/SC/01Tender Authority
Bridge And Roof Company India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
eNIT_MECH_CIVIL-IOCL_Gujarat.
BOQ Items
Depth exceeding 1.5m but not exceeding 3.0m
29470.72
-
174.8
CARRIAGE & DISPOSAL OF SURPLUS EARTH :
Carriage (transporting and disposing) of earth, lime, moorum, building rubbish and debris including refractory / insulation debris 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 beyond initial lead of 100 M to anywhere (The rates will be applicable to net quantities after deduction of 20 percent for voids):
-
-
-
within the owner’s battery area beyond 100M & upto 5 KM
19432.26
-
178.48
within the owner’s battery area beyond 5 KM but upto 10.0 KM
11658.78
-
239.2
Outside the owner's battery area (The unit rate shall include getting necessary approval from local municipal authority (NOC) and land owner including all statutory expenses for disposal of surplus earth / debris)
7776.36
-
305.44
SITE CLEARING :
Clearing the area of grass, rank vegetation, wild growth, bushes,shrubs, trees and plants upto 30 cm girth measured at a height of 1.0M above ground level from road side berms, under pipelines and structures, tank farms, drains, yards etc. by removal of grass ,plants etc. by uprooting/scrapping completely from ground and making good the area disturbed, collecting all uprooted vegetation etc. bundling into heaps and disposal outside owner’s battery area at earmarked places only within a lead of 4 km with contractor's own transport, all tools, tackles, labour etc. all complete as per specifications and directions of the Engineer-in-Charge.
1179.98
-
9.2
FILLING & BACKFILLING
-
-
-
Backfill with material from excavation :
Backfilling around foundations, plinth, trenches etc to proper grade and level with selected materials from available excavated soil within a lead of 100 meter, including re-excavating the deposited soil excavated earlier, breaking clods, loading, transporting and laying at all depths / heights in layer of 200 mm loose thickness, watering and ramming to proper compaction to achieve 90% maximum proctor density, dressing etc all complete and as per directions of Engineer-in-Charge. ( Rate for compacted thickness shall be considered.)
31168.74
-
124.2
Same as above, but from available excavated soil within a lead of 2KM
16916.88
-
146.28
Backfill with borrowed earth - Including supply of material and Transport etc
4167.34
-
450.8
SAND FILLING & SUB BASE
-
-
-
Sand filling :
Supplying and filling clean, coarse sand of approved quality conforming to Zone II & III as per IS 383 under floors, pavements, in foundation, plinth, cable trench, bedding for UG pipe, etc. including cost of sand, transportation for all leads, loading & unloading, spreading in layers of 150 mm loose thickness at all depths, watering, ramming, compacting to 90% dry density or as specified in drawing, dressing in slopes horizontally as required and leveling etc. all complete and as per directions of Engineer-in-Charge. Measurement will based on compacted thickness.
578.48
-
1009.24
Supplying and filling coarse sand gravel mix (1:1) below road, RCC pavement, manholes, pits, foundations, bedding of UG piping etc. in layers of 150 mm loose thickness (maximum) including watering, ramming, rolling, compacting to achieve 85% relative density, quarrying, royalties, transportation, handling, etc.complete as per drawings, specifications and directions of Engineer-in-Charge.
63.32
-
1009.24
Supplying and laying of random rubble soling below hardstand, road, RCC pavement, foundation etc. in layers of 200mm loose thickness (maximum) with nominal size of stones 50-200mm, filling of voids with small size stones and sand, including watering, ramming, rolling, compacting, quarrying, royalties, transportation, handling etc. all complete as per specifications, drawings and directions of Engineer-in-Charge. The rate shall be inclusive of the cost of all labor, material, equipment etc., all complete
14.5
-
1722.24
PREPARATION OF PILE HEADS
Preparation of pile heads by head cut-off / dismantling ( manually) of minimum 1 m above pile cut-off level including dismantling of bulging of Piles if any, clean, bend, dowel reinforcement and concrete surface preparation for the connection to the Pile cap foundation including disposal of the debris at designated place as directed by EIC/Owner
-
-
-
For Pile head preparation of Pile dia 500mm
145
-
1215.32
For Pile head preparation of Pile dia 600mm
4172
-
1578.72
PCC / RCC CONCRETE
-
-
-
CONCRETE - P.C.C :
Providing and laying in position ready mixed plain cement concrete nominal mix using 40mm and downgraded coarse aggregate, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge for any thickness below footings, plinth beams, slab, pilecaps, foundations, trenches, pits & sumps etc. as levelling course, filling material
-
-
-
PCC 1:4:8
2398.83
-
4157.48
PCC 1:3:6
80.4
-
4042.48
CONCRETE - R.C.C :
Providing and laying in position ready mixed M-30 grade concrete with corrosion inhibitors for reinforced cement concrete work in foundations, beams, slab, box culverts and other cast-in-situ works including vibrating, tamping, curing, using ordinary Portland Cement / Portland Pozzolona Cement, coarse aggregate with 20mm and downgraded as well as fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge: The minimum cement content shall be 330kg/cu.m.
-
-
-
For depth not exceeding 5m below EGL/FGL
23645.64
-
5701.24
For height not exceeding 10m above EGL/FGL
144.98
-
5926.64
CONCRETE - R.C.C :
Providing and laying in position ready mixed M-35 grade concrete with corrosion inhibitors for reinforced cement concrete work in foundations, beams, slab, box culverts and other cast-in-situ works including vibrating, tamping, curing, using ordinary Portland Cement / Portland Pozzolona Cement, coarse aggregate with 20mm and downgraded as well as fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge: The minimum cement content shall be 340Kg/Cu.m
-
-
-
For depth not exceeding 5m below EGL/FGL
6.59
-
5787.72
For height not exceeding 10m above EGL/FGL
6.59
-
6042.56
Casting, supplying and erecting in position Precast Reinforced Cement Concrete elements conforming to Design Mix M30 of IS:456 2000 as per drawings using ordinary Portland cement and 20 mm and down size graded stone aggregates including providing pockets / shear keys, during concreting, vibrating, tamping curing addition of plasticizers and rendering if required to give a smooth and even surface etc. complete in all types of substructures for example in foundation beams, footings, retaining walls, counter forts, buttresses, mass concrete for machine and equipment foundations, columns pedestals, pavement , underground tunnels, sleepers, Drains, Trenches, trench covers, Man-Holes, Catch-Basins, Valve Pits, ramps, stairs and other similar UG items not specifically mentioned herein but used in Facilities below the Pavement, for all depths including all moulds, shuttering, vibrating, tamping, curing, supplying and applying of admixtures and corrosion inhibitors (bipolar concrete penetrating corrosion inhibiting materials) as specified in the Drawings and as per specifications, finishing the top surface with cement mortar (1:3), lifting lugs, transportation to site, erection, alignment and fixing in position with cement mortar etc. and directions of Engineer-in-charge. (reinforcement to be paid separately). - Each Unit upto and inclusive of 1000kg
59.31
-
11672.96
Providing and laying in position ready mixed M-25 grade concrete with corrosion inhibitors for reinforced cement concrete work in foundations, beams, slab, box culverts and other cast-in-situ works including vibrating, tamping, curing, using ordinary Portland Cement / Portland Pozzolona Cement, coarse aggregate with 20mm and downgraded as well as fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge: The minimum cement content shall be 330kg/cu.m.
-
-
-
For depth not exceeding 5m below EGL/FGL
3690.51
-
5543.92
For height not exceeding 10m above EGL/FGL
131.8
-
5768.4
SHUTTERING
-
-
-
Providing and fixing Plywood Shuttering/ Steel Plate Shuttering - Straight / Inclined for PCC/RCC work, i.e. foundations, equipment foundations, pile caps, plinth beams, slabs, lintels, canopies, walls (vertical/horizontal in plan), box culverts, sills etc., wherever necessary, including strutting, scaffolding, bracing, propping, keeping provision for insert plates and dowels or any other fixture if required at places application of mould releasing agents etc., keeping the same in position during concreting and removing afterwards as per specifications & as directed by Engineer in Charge.
-
-
-
For depth not exceeding 5m below EGL/FGL
35143.58
-
239.2
For height not exceeding 10m above EGL/FGL
907.75
-
368
SURFACE TREATMENT OF CONCRETE SURFACE BELOW GROUND LEVEL
-
-
-
Supply and Applying Coal Tar Epoxy(Total Thickness =400 Microns) after surface preparing including storage, degreasing, drying providing temporary staging, scaffolding, testing etc. on all external concrete surfaces in substructure.
296.56
-
191.36
Supply and Applying two coats of Bitumen Paint (each coat 1.25 to 1.5 kg/ SQ.M) after surface preparing including storage, degreasing, drying providing temporary staging, scaffolding, testing etc. on all external concrete surfaces in substructure.
73362.11
-
67.16
REINFORCEMENT
-
-
-
STEEL REINFORCEMENT
Fixing in position TMT bars reinforcement of grade Fe500D conforming to IS:1786, (Latest Version) for RCC Works including cost of binding wire, carting the same to site of work, straightening, cleaning, cutting, binding with 18 SWG black soft annealed binding wire, and placing with proper cover blocks, supports, chairs, spacers, welding if required to form a rigid cage complete for all heights and depths complete as per drawing & specification and preparing & getting approval of bar bending schedule. Wastages & unauthorized laps shall not be considered for payment.
1980.54
-
7912
Fixing in position Fe500D TMT corrossion resistant reinforcement bars conforming to IS-1786 for RCC work including cost of binding wire, carting the same to site of work, straightening, cleaning, cutting, binding with 18 SWG black soft annealed binding wire at every intersection, and placing with proper cover blocks, supports, chairs, spacers, complete for all heights and depths complete as per drawing & specification and preparing & getting approval of bar bending schedule. Quoted rates shall be inclusive for spacer bars (which should not allow sag of rod) and chairs. Wastages & unauthorized laps shall not be considered for payment.
2.75
-
7912
METAL INSERTS / EDGE ANGLE/Sliding plate :
Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT / EDGE ANGLE/sliding plate (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/ any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts and also keeping proper alignment during vibrating of concrete and pouring activity, painting exposed surfaces with a coat of primer as per Specification(or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).
12.65
-
92000
TEMPORARY BARRICADDING
-
-
-
TEMPORARY BARRICADING (upto a height of 12m) :Supply , fabrication & Erecting temporary barricading using Structural steel , fixing sheets, maintaining the barricading in good condition till completion of job etc. complete all as per drawings, specifications and directions of the Engineer-in-Charge with all labour. Scope also includes :Providing lifting cranes of required capacity, hard stand, steel mat, welding machines, all the tools & tackles, machineries, consumables, assembly and permanent bolts ( As per project specifications permanent bolts conforming to IS 1367 Grade 8.8, Nuts of property class 8.0 or higher conforming to IS 1367 & plain washers conforming to IS 2016 shall be used), steel scaffolding at all location and all elevation, manpower, PPE, supervision, torqueing machine etc. Carrying out welder qualification, and establishing WPS/PQR ,constructability study, preparation and submission of detailed fabrication drawings based on GA drawings and specification , obtaining the Third Party Inspection services as required, final field documentation as per theinstruction and to the full satisfaction of owner/Engineer-in-Charge.The quoted rate shall be inclusive of all the above.
The mode of measurement shall be as follows:The measurement shall be in metric ton of finished structural steel weight as per drawing including blasting and painting.Payment for steel work shall be made on the basis of weight of the structure accep. The weight for payment will be assessed from the approved fabrication drawings and the respective bill of materials prepared by the contractor and approved by the Engineer-in-Charge.The weight of structural steel materials/plates shall be calculated wherever necessary on the basis of IS hand book. If sections are different from I.S. section, then manufacturers hand book shall be adopted. Sections built out of plates shall be paid on the actual weight incorporated. Welds, bolts, nuts, shims, packing plates, washers etc. shall not be measured. Rate of structural steel work shall be deemed to include the same.
0.5
-
17480
CLADDING SHEETS FOR BARRICADING STRUCTURE:
Providing and laying in position approved quality profiled, pre-coated colour GI Sheets of 0.50mm thickness in barricading, including cost of all materials, delivery to site, cutting, metering, lapping, providing cut-outs for fixing accessories and necessary approved quality corrosion proof fasteners with neoprene capping and washers ridges, valleys, gutters, gutters of required shape, apron pieces, flashing etc all complete and with all accessories required for the cladding works including necessary scaffolding for erection jobs and as shown on drawings, specified and directed.
10
-
540.04
Supply and fixing of Transportable Multi-Gas Area monitor, BM 25, Make: 3M-OLDHAM including supply of all material, tools and tackles for fixing in the Barricading structure as per the Instructions of Engineer in charge
4
-
90160
ANCHOR BOLTS :
Supplying, fabricating, casting, installing and fixing in position of M.S.holding down threaded bolts conforming to IS 2062
Grade A as per drawings at all levels and locations, including supply and fixing nuts, washers, anchor plates, pipe sleeves, etc., for equipment supports, stacks, tanks, vessels, structural steel columns, foundations, including supplying, fabricating, straightening if required, and installing necessary templates, providing auxiliary dummy structures, if any, necessary tying and welding to reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces and covering bolts and packing the sleeves with jute cloth etc., all complete and as per drawings and specifications, and as directed by the Engineer in Charge. ( No extra payment shall be given for template or any dummy structure)
-
-
-
For Anchor Bolts of any dia.
244.82
-
101200
GROUTING
-
-
-
NON-SHRINK GROUT : Supply and laying non-shrinking cementitious grout with a minimum crushing strength of 40 N/mm2 under base plates, base frames or other anchoring elements for structures and / or machines, including cleaning of surfaces, form-works, chamfering of edges, smoothing of exposed surfaces, providing all tools and labour necessary to complete the work as per drawings / specifications and as directed by Owner / EIC. The non shrink grout shall be laid as per approved vendor‘s specification ( SIKA / FOSROC make)
24.38
-
43056
NON-SHRINK EPOXY GROUT
Supply and laying of epoxy grout leveling mortar of approved make, with a minimum crushing strength of 80 N/mm2 for grouting of base plates, under base frames or other anchoring elements for reciprocating equipments, compressors, large gas/diesel engines, machines, including cleaning of surfaces, form-works, chamfering of edges, smoothing of exposed surfaces, providing all tools and labour necessary to complete the work as per drawings/specifications and as directed by Owner/EIC. The non shrink epoxy grout shall be laid under technical supervision of the manufacture 's representative ( SIKA/FOSROC make)
0.33
-
368368
STRUCTURAL STEEL WORKS (FABRICATION & ERECTION): Unloading/ loading of materials for transportation, storing, fabricating at B&R's shop outside the plant boundary, transporting fabricated items to site. Fabrication of structural steel for pipe rack, technological structures, circular/ rectangular equipment platforms with ladders, toe-guards, spiral stairway, technological platforms, Hose reel stands, valve operating platforms, floor openings, interconnecting platforms, walkway, cross over, operating platform etc. as per drawing including layout marking, cutting, bending, grinding welding, NDT (if required), inspection, complete in all respect to satisfaction of Engineer-in-Charge. Erection of fabricated structural items, aligning bolting, field welding, minor modifications/ rectification, torqueing, grouting as per the drawing and the specifications at all levels and at all locations complete in all respects to the satisfaction of Engineer-in-Charge. Scope also includes :Providing lifting cranes of required capacity, hard stand, welding machines, all the tools & tackles, machineries, consumables, assembly and permanent bolts ( As per project specifications permanent bolts conforming to IS 1367 Grade 8.8, Nuts of property class 8.0 or higher conforming to IS 1367 & plain washers conforming to IS 2016 shall be used),
-
-
-
(CONTINUE FROM ABOVE )
steel scaffolding at all location and all elevation, manpower, PPE, supervision, torqueing machine etc. Carrying out welder qualification and establishing WPS/PQR, constructability study, obtaining the Third Party Inspection services as required, final field documentation as per the instruction and to the full satisfaction of owner/Engineer-in-Charge. The quoted rate shall be inclusive of all the above. The mode of measurement shall be as follows:The measurement shall be in metric ton of finished structural steel weight as per drawing. Payment for steel work shall be made on the basis of weight of the structure acceptance. The weight of structural steel materials/plates shall be calculated wherever necessary on the basis of IS hand book. If sections are different from I.S. section, then manufacturers hand book shall be adopted. Sections built out of plates shall be paid on the actual weight incorporated. Welds, bolts, nuts, shims, packing plates, washers etc. shall not be measured. Rate of structural steel work shall be deemed to include the same.
-
-
-
Structural steel conforming to IS:2062 Grade E250 B0 / E250 BR as and Jindal section like UB, UC shall be of Grade S275 JR/JO conforming to BS EN 10025 as indicated in design drawing, transporting, storing of rolled up section, square hollow section etc, that will be used to build platforms, ladders, safety chain for ladder, staircases, technological structures, pipe supports, strengthening of steel members etc. Fabrication of Structural Steel Materials into Structural Elements / Modules as defined in the Fabrication / Detailed Drawings including welding the nuts for fire proofing as per requirements. The fabricated member shall be tagged with strip for identification as per fabrication drawing. Inspection and testing of fabricated item shall be as per approved IITP / QCP Arranging required welders, labour, consumables, tools & tackles, equipment, etc. Loading, unloading, fabrication, intermediate handling and shifting to painting yard and bringing back from painting yard to erection site or godown. Erection of Fabricated Structural Steel Elements such as columns, beams, platforms, ladders, safety chain for ladder, staircases, technological structures, pipe supports, strengthening of steel members etc / Structural Modules in position along with Supply and fixing of all type of Connection Bolts (Erection, Hot Dip Galvanised/Non-Galvanised Permanent bolts), supply and placing of shim plates as per Specifications, Layouts and Fabrication Drawings released for IFC. Scope shall include all activities like Bolting, Welding, Aligning, making necessary alterations caused due to mismatch of Bolt Holes and / or during fabrication, Rate shall also include Torque Tightening of Bolts, supply of shim plates & approved welding electrodes, including making templates, welding, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, cleaning, giving final touches to the welded parts, etc as required complete in all respect. Making necessary arrangement of required labour, equipment, tools & tackles, steel scaffolding, consumables, etc to execute the works at all heights as per drawings and specifications along with all related works in order that the Structure is handed over to the complete satisfaction of the Engineer-in-charge.
14064
-
21160
Same as item description 2.0, (as described in 2.1 - Fabrication & Erection but installing in the existing pipe rack.
75
-
21160
GRATINGS : Supplying, fabricating, erecting / fixing in position at all level and all location ELECTROFORGED GALVANISED (Minimum Uniform thickness shall be 120 microns) STEEL ANTISKID GRATING (purchased from approved manufacturer by the contractor) confirming to standard and specification in operating floors, platforms, stair landing, catch basin, drains etc, prefabricated readymade 25 mm thk. electroforged hot dip galvanised MS self colured Gratings (minimum galvanised coating of 900 gm/sq.m) of approved make and any shape/size as per design / drawing / standards with main member of size 25x6 mm flat and secondary member of 8 mm sq.twisted bar respectively having pitch 35x100 mm conforming to standards IS2062 Grade E250B0 / E250BR, ASTM A36 or equivalent,IS2629, IS4759 etc. as per approved make including supply and fixing of hot dip galvanised clamps 25mm wide x 6mm thick, 50x5 thk clamp fixing plate and M8x55 mm long bolts / nuts / washers and including making opening above 10" dia and providing edge protection member of flat 25x6 for openings wherever required, all complete as per design drawings, standards, specification and as directed by Engineer in charge.
-
-
-
For square/rectangular Gratings
13350
-
4682.8
For circular/curved Gratings
50
-
4784
Same as above but with Heavy duty grating for Vehicular movement areas with Flat 60 x 6 at 35mm C/C
476
-
5796
HANDRAILING: Supplying, fabricating, erecting, cutting, bending, welding, bolting, Galvanized M.S. pipe hand railing of height 1000 mm with top rail , verticals as 32 mm NB (Medium Class) @1500mm c/c & midrail as 32 mm NB (Medium Class) pipes conforming to IS:1239, including 100 x 6 mm thick toe plate, bends, posts, etc. complete as per design drawings, standards, specification and as directed by Engineer in charge. Minimum galvanised coating of 600 gm/sq.m and thickness shall be 85 micron.
3520
-
2051.6
Supplying ,erecting, fixing on RCC pits, Rectangular ditch etc. prefabricated ready made 40 mm thk. Galvanised iron (GI) MS self coloured Gratings (minimum thickness of galvanising shall be 120 micron) of approved make and any shape/size as per design /drawing/standards with main member of size ISA 40x40x6 and secondary member of 35x6 mm flat having pitch 25 mm conforming to standards IS2062 Gr.A, ASTM A36 or equivalent,IS2629, IS4759 etc. as per approved make, all complete as per design drawings, standards, specification and as directed by Engineer in charge.
20
-
5612
Supplying & installing prefabricated readymade 25 mm thk. electroforged hot dip galvanised MS self colured stair tread with 6 mm thick chequered plate nosing and 2 Nos. of 75 x 6 carrier plate (minimum galvanised coating of 900 gm/sq.m) of approved make and as per design /drawing/standards with main member of size 25x6 mm flat and secondary member of 8 mm sq.twisted bar respectively having pitch 35x75 mm conforming to standards IS2062 Grade E250B0 / E250BR, ASTM A36 or equivalent,IS2629, IS4759 etc., fixing of treads on stairs including supply and fixing with clamps/ bolts, complete as per design drawings, standards, specification and as directed by Engineer-in-charge.
-
-
-
For Stair Tread of 900x275 mm
10
-
2024
For Stair Tread of 750x275 mm
10
-
1472
RCC PAVING
-
-
-
Providing and laying reinforced broom finish concrete of grade M30 conforming to IS:456 on pavements /concrete roads in any shape with 20mm and down size graded crushed stone aggregates, including excavation for paving encasement as necessary as per specification or drawings, proper compaction of subgrade, casting of reinforced concrete slab in alternate panels of 3m x 3m including applying cement slurry ( 2.75 kg /m2) prior to placing concrete, formation of required slopes & camber, leaving pockets, if necessary, making recess/ drains, kerbs, shuttering, tamping, compacting by internal and surface vibrators, curing ( proper pond curing), addition of plasticizers(if required) and corrosion inhibitors(bipolar concrete penetrating corrossin inhibiting materials) finishing the top surface as broom finish etc. all complete as per drawings, specifications and directions of Engineer- in-charge. (Reinforcement shall be paid separately).
-
-
-
For RCC M30 Grade concrete.(All material including cement)
32.95
-
5310.24
For RCC M25 Grade concrete (All material including cement)
32.95
-
4784
Providing 20 mm wide expansion joints in pavement slabs / around foundations including cleaning the joints of all loose material, including filling with 20mm thick bitumen impregnated fibre board for the full depth of slab (upto and inclusive of 200mm) except for 25mm depth from top and sealing the top 25mm with approved flexible bituminous Joint Sealing Compound as per IS: 1834 “Type-B” , providing MS Dowels of 25x1000mm long with GI Pipe of 40mm dia with 150mm long etc.all compete as per drawings, specifications and directions of Engineer-in-Charge. For type-I pavement (Upto and inclusive of thickness of 200 mm). (Including supplying and laying MS dowel bar, painting as required, GI pipe and cap and cotton waste).
19.77
-
765.44
Providing joints in pavements and around foundations as per std including cleaning the joints of all loose materials and sealing with sealing compound conforming to IS:1834 Type B as required etc. complete as per drawings, specifications and directions of Engineer -in-Charge. Rate shall include supply of all material.
19.77
-
363.4
Providing 10mm wide x 40mm deep Construction joints in pavements and around foundations including saw cutting as required, cleaning the joint of all loose materials and sealing with flexible bituminous joint sealing compound conforming to IS:1834 Type-B etc. complete as per drawings, specifications and direction of Engineer-in-Charge
19.77
-
708.4
Sealing joint around pedestal and column etc. 20mm wide x 200 mm deep including filling with 20mm thick impregnated fibre board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved joint sealing compound as per IS:1834 Type-B. Rate shall include supply of all material.
19.77
-
261.28
Same as Item description 15.1, but for PCC M20 Grade concrete for paving below Piperack
3459.86
-
4968
CIVIL & STRUCTURAL DEMOLISHING/DISMANTLING WORKS
-
-
-
Demolition of BRICK Work manually / by mechanical means including stacking of serviceable materials as advised by E-i-C and disposal of un-serviceable materials at suitable locations inside /outside the Refinery Area. The unit rate shall include getting necessary approval from local municipal authority (NOC) and land owner including all statutory expenses for disposal of debris (in case disposal outside Refinery area).
6.59
-
802.24
Demolition of PCC Work manually/ by mechanical means including stacking of serviceable materials as advised by E-i-C and disposal of un-serviceable materials at suitable locations outside the Refinery Area. The unit rate shall include getting necessary approval from local municipal authority (NOC) and land owner including all statutory expenses for disposal of debris.
6.59
-
943
REINFORCED CONCRETE DEMOLITION (Inside/Outside running plant)
Cutting existing large sections of heavy redundant any type of RCC foundations, footings, pile heads,pile caps,walls including superstructure etc. including reinforcement, embedded structural steel members, using diamond wire saw/ Diamond Saw cutting Machine of CEDIMA/HILTI / Any other Equivalent Make (Equivalent make to be approved by EIC as per Site condition)” with all other field equipments, machine tools & tackles, manpower, consumable materials, Safety appliances all complete, and lifting by Cranes or by manual or mechanical / electrical means like jack hammers, rock breaker etc. with supply of all labour, necessary machinery , tools & tackles like breakers, needles, diamond cutters, gas cutting sets etc, consumables. Job also inclusive of scaffolding, propping and underpinning for all elevations, seggregation of rebar, loading, transportation, unloading , stacking of serviceble materials, disposal of scrap materials at the respective desginated areas within the owner’s battery limit or outside refinery as per specifications and as directed by Engineer In Charge.The unit rate shall include getting necessary approval from local municipal authority (NOC) and land owner including all statutory expenses for disposal of debris (in case disposal outside Refinery area).
-
-
-
Up to 3m depth below existing ground level
3.3
-
2074.6
From 3m below existing ground level to upto 5m below existing ground level
3.3
-
2074.6
Dismantling of Barricading Steel structures up to any height alongwith adjacent fittings/members by cutting /de-bolting or by any othermeans without damaging the remaining unit and lowering down to the ground, scaffolding, segregation of all the usable materials. The job is inclusive of all required labour, consumables, tools & tackles, machinery & equipments and transportation to the storage point as directed by the Engineer-in-Charge, outside the battery area.
30
-
7360
Dismantling of exsitng grating after providing necessary safety handrail around opening at all height including tools and tackles etc.The contractor shall stack the same at designated place as per engineer in charge.
50
-
78.2
Dismantling Of Barricadding GI sheet of any height and stacking within refinery area as directed by Engineer-in-Charge
250
-
27.6
DEMOLITION OF RCC PAVING (Inside running plant)
Demolition of RCC Paving and RCC hard stands including reinforcement cutting using diamond wire saw/ Diamond Saw cutting Machine of CEDIMA/HILTI / Any other Equivalent Make (Equivalent make to be approved by EIC as per Site condition)” with all other field equipments, machine tools & tackles, manpower, consumable materials, Safety appliances , loading of the cut concrete block debris on trucks, transporting, unloading and disposal of unserviceable materials outside the owner’s battery area as directed by owner, complete as per drawings, specification and as per instructions of Engineer -in –charge. The unit rate shall include getting necessary approval from local municipal authority (NOC) and land owner including all statutory expenses for disposal of debris (in case disposal outside Refinery area).
13.18
-
1435.2
Dismantling of Above ground PIPING WORKS and stacking the Pipe materails at suitable locations within the Refinery Area as directed by Engineer-in-Charge
2400
-
27.6
Dismantling of Electrical lighting poles, cable trays, tray supports & Cables etc including stacking of serviceable materials including scrap cables as advised by EIC at suitable locations within the Refinery and disposal of un-serviceable materials at suitable locations ouside the Refinery Area.The unit rate shall include getting necessary approval from local municipal authority (NOC) and land owner including all statutory expenses for disposal of debris
1
-
11500
Dismantling and removal of under ground (upto 5 M depth) carbon steel pipe by gas cutting or by grinder (after removing coating and wrapping) from various locations including removal material, fittings, flanges, valves, vents, drains, branching etc.; pulling up the same to ground level with due care so that no other piping, equipments, machinerys etc. is damaged and cutting into pieces, if required; segregating for reclaiming useful fittings such as bends, flanges, valves, by unbolting, gas cutting, cold cutting etc.; transporting and stacking the salvageable useful materials to 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. Job also includes supplying of all types of tools & tackles, lifting arrangements, equipment, machineries, all consumables & labour etc. to complete the work in all respects in a workman like manner including area preparation, taking clearance for hot/cold jobs, blinding and de-blinding, area cleaning after completion of work, flushing wherever required as directed by the Engineer-in-Charge. Note :
1. Carrying out the job is under contractor's scope and the same has to be complied with as per the directions of the Engineer- in-Charge.
2. Civil works (excavation and back filling) for underground dismantling shall be paid under separate item from Civil SOR.
3. Contracor shall get necessary work permit from the refinery authorities prior to the above works
2400
-
211.6
CHIPPING OF RCC/FIREPROOFING
Dismantling of concrete / vermiculite or any other form of fire proofing as per drawings / as directed by Engineer-in charge without damaging the adjcent fireproofing including scaffolding, disposal of demolished / dismanlted material to the storage point as directed by Engineer-in -charge. The job is inclusive of all required labour, consumables, tools & tackles, machinery & equipments and transportation to the storage point as directed by the Engineer-in-Charge. Any damage to adjacent fire proofing shall be rectified as directed by Engineer-in-charge without any additional cost
-
-
-
Thickness upto 100mm
0.66
-
1792.16
Thickness above 100mm and upto 250mm
0.66
-
1970.64
DEMOLITION OF ROAD WORKS
Demolition of existing Bituminous roads including WBM, manually / by mechanical means including providing of tools, equipment, consumables, labour, loading of the debris on trucks, transporting, unloading and disposal of unserviceable materials and stacking of serviceable material at respective designated locations with in or outside of the owner's battery limit and as directed by owner / Engineer-in- Charge.
The unit rate shall include getting necessary approval from local municipal authority (NOC) and land owner including all statutory expenses for disposal of debris (in case disposal outside Refinery area).
6.59
-
268.64
Demolition and removal of under gound pit - OWS / CRWS/ OIL PIT by manually or mechanical means in safe manner without damaging adjacent piping, equipments, machinery, electrical installations,instruments etc including area preparation and area cleaning after completion of work with supply of all labour, consumables, materials, machinery , tools & tackles, lifting arrangements,loading, transportation with in 6.0 km Lead or part there of with in or outside of owner's battery Limit, unloading and stacking at respective designated places as directed by the Engineer-in-Charge.
(Outside volume of the concrete chamber shall be considered for measurement).The unit rate shall include getting necessary approval from local municipal authority (NOC) and land owner including all statutory expenses for disposal of debris (in case disposal outside Refinery area).
19.77
-
1522.6
Re-erection of Uninstalled structural steel at any height and location all complete including tools, tackels, consumables etc.to the satisfaction of Engineer in charge.
1
-
12880
UG WORKS
-
-
-
FABRICATION AND LAYING OF UNDER GROUND 3LPE COATED CS PIPING: Fabrication including cutting, edge preparation, (inclusive of grinding the edges of pipe, fittings, flanges, etc. to match with the mating edges of uneven / different thickness wherever required); fitup, bending, preheating wherever required, welding of joints, threading, and laying of pipes in trenches of all types and thickness after excavation, concrete, RCC upto the required depth including pipe sleeves, cutting of road wherever required and making good the same, hydrotesting, drying the pipeline with compressed air, application of 3 LPE coat on joint at site, before backfilling the trenches etc. complete as per drawings, specification and instructions of Engineer-in-charge. The rate shall include providing all tools, tackles, machinery, Construction equipments, Steel Scaffolding as per safety norms, all consumables including welding rods, filler materials, Gases for metal cutting, Grinding & Cutting wheels, erection equipment like crane, instruments, local barricading / welding booths, labour, ancilliaries etc. to complete the work in all respects as per drawings. 3LPE coated pipe shall be free issue material :
-
-
-
FABRICATION OF UNDER GROUND 3LPE COATED CS PIPES (ASME B31.3 -EFW, Pipes, ASME B36.10, API 5L Gr.B PSL1, Bevelled Ends,External 3LPE coated) including 3LPE coat on joint at site
2100
-
492.2
LAYING OF UNDER GROUND 3LPE COATED CS PIPING
9200
-
106.72
DYE PENETRATION TEST FOR PIPING WORKS: Performance of dye penetration test including supply of all necessary materials, penetrant, developer etc. along with all equipments, labour, for carrying out the work as per specification & 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. The rate shall also include Cleaning of joints after DPT
210
-
34.96
RADIOGRAPHY OF PIPING WORKS : Performance of radiographic inspection on piping of all types & thickness including providing or hiring of all necessary equipment and whatever else even though not expressely mentioned but required to perform the work as per specifications and instructions of Engineer-in-charge. Rates are inclusive of radiography machine, manpower, consumables,Barricading with warning lights,inculding getting required permits etc. and all other equipments required to perform the radiography at all heights to the satisfaction of Engineer-in-charge.Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractor's fault and for additional radiography necessitated due to poor performance of contractor's welders shall be done at contractor's cost. (Film radiagraphy by gamma rays)
210
-
138
RCC Core cutting in manhole Wall/floor slab etc with power driven drill machine (max wall thickness of 1200mm) to hookup new UG lines with existing manhole and hole shall be sealed with approved sealant material including supply of sealant(Non Shrink grout). The debris in side the manhole shall be removed immediately after drilling the hole. The rate shall includes the excavation for drilling hole, providing temporary strut, backfilling after curing of sealant etc. The drilled surface should be grinded to have a smooth circular opening. The connection and sealing of joint shall be completed immediately after drilling the hole for making connection. Prior written permit should be obtained before start of work
-
-
-
For pipe of 300mm dia
3
-
2150.04
For pipe of 500mm dia
3
-
3270.6
For pipe of 900mm dia / 1000mm dia
1
-
6567.88
Supplying, fabricating and fixing in position of MS rungs in RCC walls made out of 20mm dia. reinforcement bar of grade Fe500 D TMT bar conforming to IS: 1786 including laying or welding to keep in proper position, painting with one coat of inorganic Zinc silicate Primer Avg. 75 micron DFT, 1 coat of High Build Epoxy @ 75 micr. DFT/Coat, etc. complete as per drawings, Specifications and instructions of Engineer-in-Charge.
132
-
162.84
Supplying and fixing in position medium / heavy duty CI manhole cover with frame with lugs and cover conforming to IS- 1726 including breaking of brick masonry or concrete surface to receive frame with lugs and making good the same with CM 1:3 including applying two coats of anticorrosive paint on both sides inclusive of all labours, tools, tackles, machinery, consumables, etc
-
-
-
Circular size 500 mm dia Medium duty of grade MD-10
3
-
11109
Circular size 560 mm dia Heavy duty of grade HD-20
16
-
16573.8
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality conforming to IS- 12592
-
-
-
M D - 10 - Circular shape 500mm internal diameter
3
-
210.68
H D - 20 - Circular shape 560 mm internal diameter
16
-
242.88
EHD - 35 - Circular shape 560 mm internal diameter
3
-
250.24
Supplying and laying non-pressure R.C.C. pipes with collers jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement :2 fine sand) including testing of joints etc. complete : The rate shall include Supplying all tools, tackles, machinery, consumables, erection equipment like crane, instruments, labour, ancilliaries etc. to complete the work in all respects as per drawings
-
-
-
NP3 Class 500mm dia R.C.C Pipes
7
-
802.24
NP3 Class 800mm dia R.C.C Pipes
7
-
841.8
NP3 Class 900mm dia R.C.C Pipes
7
-
883.2
NP3 Class 1000mm dia R.C.C Pipes
7
-
928.28
NP2 Class 500mm dia R.C.C Pipes
7
-
763.6
NP2 Class 800mm dia R.C.C Pipes
7
-
802.24
NP2 Class 900mm dia R.C.C Pipes
7
-
841.8
NP2 Class 1000mm dia R.C.C Pipes
7
-
902.52
P1 Class 150mm dia R.C.C Pipes
1344
-
317.4
P1 Class 200mm dia R.C.C Pipes
1186
-
371.68
Supplying and laying in position PVC pipes conforming to IS:4985 Class-I for electrical and instrumentation Road Crossings as per standard drawing , including cutting the pipes if necessary, lowering, laying in position to proper levels, etc. embedded in
M-20 grade concrete including shuttering, providing proper jointing as per code requirements or manufacturer's recommendations, etc. including earth work in excavation in all types of soil except soft and hard rock, backfilling and making good the surface, including cutting of new/ existing roads and making good the same including supply of any road material if required, (Back filling with road material shall be done in 150 mm thick layers well watered and compacted), including supplying and providing in the encasement concrete, cable crossing indicator made out of 4 mm thick MS circular plate of diameter 150 mm welded to 16 mm dia MS rod of approximately 1.5 m length and painting and lettering with 2 coats of approved enamel paint of approved colour over a coat of red oxide primer etc., supply and fixing of reinforcement bars as per drawing including disposal of surplus earth within worksite etc. all complete as per drawings, specifications and instructions of Engineer-in-Charge. (All material including cement and reinforcement etc. complete shall be supplied by Contractor).
-
-
-
For 160 dia ( OD) PVC Pipe Class I
13.18
-
519.8
Supply , Fabrication and fixing in position vent pipes (as per specification) 100mm dia. with specials and necessary fittings including cutting to required length, edge preparation, jointing by welding, making and fixing single joint mitre bends wherever required, earth work in excavation and back filling if required, fixing in concrete blocks, coating as per specification for underground portion and supplying & fixing clamps & flame arrestors etc. complete in all respects including all labour and materials and commissioning, etc. as per drawings specifications and direction of Engineer-in-Charge. For Below grade level / Pavement level to safe location.
34.27
-
1031.32
UG SCANNING
-
-
-
Carryout underground survey using Ground Penetrating Radar (GPR) or any other supplementry method to locate accurately and identify all the underground elements/buried objects including but not limited to metallic Piping, Equipment, Hume Pipes, Electrical Cables, Instrument Cables, Civil & Structural foundations, piles, drainage networks, CBD Network, Optical Fibre Cable network, OWS System, CRWS system, Conduits, ducts, manholes, tunnels, appurtneances and other etc.The underground GPR probing shall extend at least a depth of 5m below existing ground level for areas inside refinery at Piling location as per drawing and specification.The survey shall be sufficiently precise.The Contarctor shall be responsible for inaccuracies related to size , shape, object definition, metallic or non-metallic objects, location, dimension details and measurement etc of underground elements. All elements to be located accurately within tolerance of +150mm
659.02
-
45.08
ROAD WORKS
-
-
-
Preparation and consolidation of subgrade with power road roller of 8 to 12 tonne capacity after by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. & rerolling the sub-grade and disposal of surplus earth with lead upto 50metres.
647.55
-
33.12
Supply, filling and compacting, to 95% of max laboratory dry density, of approved fill material for subgrade including embankment below the road works. Earth shall spread in uniform layers of 20cm in loose depth for road embankment filling and shoulders, compacting & rolling with vibratory roller 8-10 T static weight or equivalent capacity to proper grade, camber & level with all leads & lifts etc. complete as per drawing, specifications & directions of Engineer-in- Charge.
431.7
-
263.12
Supplying and Laying of Wet Mix Macadam (WMM) in sub-base using tough, clean, sound & durable stone aggregates, grade I, including premixing the material (mixing in Plug Mill / Pan Type Mixer), including transportation to site, laying & spreading in layers not exceeding 150 mm compacted thickness & rolling with vibratory roller 8-10 ton static weight or equivalent capacity to proper grade, camber & level with all leads & lifts etc. complete as per drawing, specifications (080557C-000-JSS-1425-002) & directions of Engineer-in- Charge.
370.37
-
1702
Supplying and Laying of Wet Mix Macadam (WMM) in base course using tough, clean, sound & durable stone aggregates, grade II, including premixing the material (mixing in Plug Mill/ Pan Type Mixer), including transportation to site, laying & spreading in layers not exceeding 75 mm compacted thickness & rolling with vibratory roller 8-10 T static weight or equivalent capacity to proper grade, camber & level with all leads & lifts etc. complete as per drawing, specifications (080557C-000-JSS-1425-002) & directions of Engineer-in- Charge.
184.53
-
1702
Supplying and laying 50mm thick bitumen premix carpet (First layer of 20mm thk + second layer of 20mm thk +seal coat of 10mm thk) including heating bitumen, mixing stone chips, grit, laying to proper grade and camber including preparation of surface, filling pot holes with premix chips, rolling premix carpet with 8 to 10 ton road roller, providing and rolling seal coat for high rainfall areas (over 150 cm/year) to proper grade and camber, spreading sand over finished surfaces including brushing and clearing WMM surfaces, spraying tack coat of bitumen(0.75kg/Sq.m), etc. complete including providing and running road roller etc. all as per drawings, specifications and directions of Engineering- Charge.
1235.66
-
207
HARD STAND - Providing and laying Hard Stands for Crane handling , including excavation of 1700mm deep pit below FGL for providing and laying 230mm thick rubble soling as bottom layer,100mm thick sand filling, four layers of 230mm thick as middle layer, 100mm thick layer of crushed stone/stone dust, 2x100mm thick WBM with grade I aggregate, 75mm thick WBM with grade II aggregate as top layer
19.77
-
1434.28
MISCELLANEOUS WORKS
-
-
-
Supplying and mixing of Hardening Accelerator - Admixture SikaRapid-1 or equivalent brand in cement concrete as per manufacturer's specifications, to make it leak proof / water tight etc.
30
-
86.48
Providing & laying Acid Resistant Tiles to floors/walls etc of IOCL Approved Vendors / IOCL approved make Tiles or approved equivalent make & bedding consist of application of special Corocretin TE primer & laying of 5mm thick Corocretin TE screed & 5 mm thick bedding & 3 mm thick pointing of epoxy resin based cement B 100 of Carborundum universal -Prodorite Division or approved equivalent make. All work complete as per manufacturer’s specifications, drawing & as directed by Owner/Consultant. Note :- The bedding should be laid as per bedding manufacturer specification. 10mm thick tiling
9.89
-
1611.84
Supply and laying of 250 micron polyethlene sheet as per Engineer-in-charge direction.
1235.66
-
49.68
Supply & Application of one coat of bi-component bonding system NITO BOND or Equivalent (comprising epoxy resin and hardener) on old concrete surface to provide new concrete, along with filler material strictly as per manufacturer's specification including cleaning of concrete surface, etc., all complete as per specifications 077154C-000-JSS-1700-012
19.77
-
313.72
Providing and Fixing in position PVC water stop of 230x6mm wideof ribbed/ serrated type with central Kicker , conforming to IS:12200 at expansion or construction joints of RCC structures including cutting, fitting, joining by welding etc. complete as per specification,drawing and as directed by Engineer-in-Charge.
395.41
-
232.76
CHEMICAL ANCHOR FASTENERS: Providing and anchoring in position Chemical Anchor fasteners of (HSA-E OF M/S HILTI/ RGM OF M/S FISHER/ approved equivalent of other Manufacturers) of grade 5.8 and specified dia and standard lengths including necessary drilling upto required depth, cleaning of holes with air blowout & wire brush, anchoring and grouting with necessary euipments, tools, tackles etc. complete as per specifications of Manufacturer & direction of Engineer-in- Charge including making good any damage done to the structure. The chemical to be used shall be epoxy based viz FIS EM OF M/S FISHER OR RE 500 OF M/S HILTI OR other approved equivalent. Bolt shall be fixed through authorized applicator only. NOTE: Anchor Bolt length of +/- 10mm variation is allowable w.r.t. specification of manufacturers catalouge. (Rates are inclusive of all material, labour, tools and tackles).
-
-
-
Bolt Size: 12x250mm
7
-
174.8
Bolt Size: 16x300mm
7
-
309.12
Bolt Size: 20x500mm
7
-
471.04
Bolt Size: 24x600mm
7
-
823.4
Supplying, handling, transporting to site of work and fixing HILTI or equivalent, approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed.
-
-
-
With 12mm dia
13
-
232.76
With 16mm dia
13
-
403.88
With 20mm dia
13
-
591.56
Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED BOLTS of Grade C property class 4.8 as per IS:1363 (part 2) of all diameters upto 36mm and length including nuts, washers for supporting equipment on steel structure as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading etc..
2
-
143.52
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 make drill with HY150 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 manufactures specification with necessary tools and equipments, removal of debris from the site, all complete as directed by Engineer-in-Charge.
13
-
1120.56
Supplying and mixing of approved brand of integral WATER PROOFING COMPOUND in cement concrete, cement mortar etc. as per manufacturer's specifications, to make it leak proof / water tight etc. all complete as per direction of Engineer-incharge.
296.56
-
40.48
BRICK WORKS :
Supplying and constructing brick masonry work using bricks of class designation 7.5 with frog/ indent, conforming to IS:1077 and as per specification in Cement Mortar 1:4 (1 Cement: 4 Sand) in foundations and plinth, superstructures, tanks, abutments, ducts, manholes, chambers, pillars, drains, trenches, etc., with slopes if necessary including scaffolding, curing, soaking of bricks, sampling and testing, cutting, raking out joints in plinth, sealing of gaps, supplying recesses, opening , flush below ground level etc. all complete as per specifications, drawings & as directed by Engineer in Charge. Bricks to be used of minimum crushing strength 75 kg/cm2.
6.59
-
3592.6
Supplying and Laying 20mm thick Plain cement plaster in 1:5 cement mortar for all external surface in two layers 12mm thick base layer and 8mm thick top layer or as specified with or without waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, including cost of cement, cleaning, hacking concrete surfaces, scaffolding, POINTING if required, watering, curing etc. complete for all heights, Concrete and Brickwork are in line all complete as specified in Drawings and specifications and as directed by Engineer-in-charge.
65.9
-
207
Providing and Laying of Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc. complete (Measurements to be taken of the face area timbered)
-
-
-
Depth not exceeding 1.5 m.
131.8
-
71.76
Depth exceeding 1.5 m but not exceeding 3 m.
131.8
-
80.96
Miscellaneous cutting/welding works (applicable for specific works as per issued drawings , modification works/miscellaneous works as per directions of E-i-C)
-
-
-
Gas cutting in Structural beams,plates etc
10
-
331.2
Grinding in Structural beams, plates at cutting locations etc
10
-
368
Welding in Structural beams,plates etc
10
-
699.2
Making holes in Structural beams,plates etc
-
-
-
Upto 30mm dia.
10
-
105.8
Upto Above 30mm dia.
10
-
147.2
Gas cutting in Pipes etc
50
-
105.8
Grinding & fitups in Piping etc
50
-
180.32
Welding in pipes etc
50
-
180.32
Making welded joints in reinforcement bar of any dia. to the satisfaction of Engineer in charge.
3
-
97.52
Reinforcement bar cutting as directed by Engineer in Charge
-
-
-
Upto 16mm dia.
6
-
42.32
Above 16mm dia.
6
-
45.08
Providing pockets in existing foundation by means of diamond cutting, Saw cutting for anchor bolts and make good all complete as per drawings or as directed by engineer-incharge
3
-
148.12
Providing pockets for foundation bolts as per drawings including providing and removing of necessary formwork, etc., all complete as per specifications and as directed by Engineer in Charge.
-
-
-
Size between 200x200mm to 300x300mm and depth upto 600 mm
3
-
743.36
Cutting/Forming of hole by chipping, square or circular through reinforced concrete floor or wall, not exceeding 150mm thick and make good. (Note : For cutouts, below 65 sq.cm surface area, no extra payment will be made).
-
-
-
Above 65 but upto 250 cm2
3
-
806.84
From 251 to 500 cm2
3
-
1299.04
From 501 to 900 cm2
3
-
1657.84
Above 900 cm2
3
-
2150.04
"NOTE:-
THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST."
-
-
-
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