Chennai Petroleum Corporation Limited Tender
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Chennai Petroleum Corporation Limited - CPCL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date29 Sep 2022
Closing Date29 Oct 2022
Tender AmountRefer Documents
Costs
EMD
₹ 2,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_DGMMC_8771_1Bid Award Id
ViewTender No
CPCL/PMC/T-026/2022-23Tender Authority
Chennai Petroleum Corporation Limited ViewPurchaser Address
-Website
http://https://www.cpcl.co.in/
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Documents
BOQ Items
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Conducting STANDARD PENETRATION TESTS in soil, weathered rock, soft rock and hard rock during boring for 500mm diameter pile as directed, at every change in stratum or at intervals of not more than 1.5m which ever is less,starting at 15m below ground level as directed by Engineer-in-charge, including using a new SPT shoe for each test.
3
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49500
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CUTTING THE HEADS OF RCC PILES of 500mm dia and a length not exceeding 2m including exposing/cleaning, bending of the reinforcements making site clean for casting of pile cap, removal and disposal of debris at designated place outside the refinery premises up to a lead of 7km all complete as per the specifications and directions of Engineer-in-Charge.
43
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2200
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Conducting LOW STRAIN INTEGRITY TEST on 500mm dia piles as per ASTM D 5882, including pile head preparation, mobilisation & demobilisation of testing apparatus/ equipments, skilled personnel, data collection/recording,analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specifications and instructions of Engineer-in-Charge.
10
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2000
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Excavating TRIAL PITS manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfilling as required, etc. complete as per specifications and as directed by Engineer in Charge.
40
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515
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EARTHWORK EXCAVATION by mechanical/manual means below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth up to 1.5m including removal of vegetation, shrubs and debris,removal of surface/rain water, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m including providing shoring & strutting if required,providing temporary supports to existing service lines like water pipes, sewage pipes, electric cables,OWS/ CRWS pipes,chambers,storm water drain walls etc; all complete as directed by Engineer-in-Charge.
630
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460
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Same as Item No:80 above but for depths beyond 1.5m and upto 3m.
35
-
515
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BACKFILLING after execution of work to proper grade and level with selected materials from available excavated soil from soil heaps within a lead of 100m, including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths & heights in layers of thickness not exceeding 150mm watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming, etc., in foundations, trenches, pits, etc. including all labours, tools & tackles etc all complete as per the specifications and directions of Engineer-in-Charge.
375
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185
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TRANSPORTING & DISPOSING the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) to the designated area outside the refinery premises up to a lead of 7km (Vaikkadu Village) including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed by Engineer in Charge.( Note: If measured by stacks 30% voids will be deducted.)
290
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490
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Providing & laying DRY RUBBLE SOLING (Hard Core) with 20 to 40 mm size metal, under foundations/ Ground floor slab (Grade slab) etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors etc., complete as per drawings, specifications and as per the directions of Engineer-in-charge.
140
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3300
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Providing, mixing and laying of PCC 1:4:8 (1 cement: 4 M-sand : 8 coarse aggregate ) nominal mix using 40mm and downgraded coarse aggregate and Ordinary portland cement 53 grade for any thickness below foundations, Pile cap, raft, Grade slab , Pipe sleepers & supports etc., including shuttering, tamping, ramming, vibrating, curing, etc., all in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by Engineer-in-Charge.
70
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6325
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Providing, mixing and laying in position RCC of grade M35 using OPC grade 53 Cement of approved make with a minimum cement content of 400kg/Cu.m , 20mm and down graded coarse aggregates & M sand in SUBSTRUCTURE for all depths and upto a height of 1m above existing grade level for foundations, drains, pavement etc,. including cost of admixtures if used,labour charges,tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc.,(excluding the Cost of Reinforcement and Shuttering), all complete as specified and directed by Engineer-in-Charge.
310
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9400
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Providing, mixing and laying in position RCC of grade M30 with 20mm and down graded coarse aggregates & M-sand as per IS 456:2000 using 53 grade Ordinary Portland Cement in SUPER-STRUCTURE for all heights above 1m from existing grade level, for deck slab concreting over the deck sheet, etc,. including cost of admixtures,labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. (excluding the Cost of Reinforcement and Shuttering), etc. all complete as specified, and directed by Engineer-in-Charge.
15
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10810
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Manufacturing, transporting, supplying and erecting in position RCC PRECAST ELEMENTS such as cover slabs for cable trench,culvert etc. of M-35 grade with 20mm and down size graded crushed stone aggregates as per IS:456-2000,with minimum cement content of 400kg/Cu.m using Ordinary Portland Cement (OPC) 53 grade each unit upto and inclusive of 1000kg. For all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, wherever required, finishing the top surface with cement mortar 1:3( 1 Cement : 3 Sand) to give a smooth and even surface or non skid finish as specified, providing lifitng hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid seperately) transporting to site, erecting, levelling, aligning and fixing in position all complete (excluding cost of Reinforcement) and as directed by the Engineer-in-Charge.
10
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15770
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Manufacturing, transporting, supplying and placing in position PRECAST PCC ELEMENTS of mix 1:2:4 (1 cement: 2 M- sand : 4 coarse aggregate) as per design & shape for Floor slabs/Tiles inside Tank farm dyke as pavements in regular pattern, etc with 10 mm and down size graded crushed stone aggregates using 53 grade Ordinary Portland Cement(OPC) for all leads, levels, shapes and thickness including all moulds, formwork in precasting, vibrating, tamping, curing, chamfering, wherever required, including flush or deep ruled pointing at joints in cement mortar 1:4 (1 cement:4 M- sand) finishing the top surface with cement mortar 1:3( 1 Cement : 3 M-Sand) to give a smooth and even surface or non skid finish as specified, erecting, levelling, aligning and fixing in position all complete and as directed by the Engineer-in-charge.
45
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9000
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Providing and fixing CENTERING & SHUTTERING in SUB-STRUCTURE for all depths and for a height of 1m above the existing grade level, including strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents of approved make, for Straight/Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc., all complete and as specified and directed by Engineer-in-Charge.
785
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425
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Providing and fixing straight / inclined CENTERING AND SHUTTERING in SUPER STRUCTURE at all heights above 1m from the existing grade level including strutting, bracing, propping etc. keeping the same in position during concreting, de-shuttering & removal of the same after specified period as per specifications etc., keeping necessary provision for inserts, projecting dowels,or any other fixture etc. all complete and as specified and directed by Engineer-in-Charge complete with all tools and tackles,materials, labour charges, consumables etc. (Form work shall be supplied by the contractor and shall remain the property of the contractor)
20
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550
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Supplying and placing in position HIGH STRENGTH DEFORMED STEEL BARS REINFORCEMENT (conforming to IS:1786, Grade Fe 500), for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractor's own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks,scaffolding etc. for all heights and depths etc., all complete as per specifications and directions of Engineer-in-Charge.
36
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98500
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GROUTING pockets, holes, pipe sleeves of any shape or size, column bases, machine bases etc.using Non shrink grout of approved quality including supply of material,roughening surface, cleaning with compressed air/water jets, ramming, curing,labour charges etc.all complete as directed by Engineer-in-Charge.
5
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90000
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Providing and placing in position suitable PVC WATER STOPS serrated with central bulb(225mm wide, 8-11mm thick) conforming to IS:12200 for construction/expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete including material & labour charges etc.all complete as directed by Engineer-in-Charge.
20
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800
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Providing and applying approved EPOXY RESIN for bonding of fresh concrete to old concrete in all types of structures such as extension of existing sleepers & pipe supports etc., at all depths and heights including cleaning of concrete surfaces, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System as per manufacture's recommendations taking all safety measures, etc.complete as specified and directed by Engineer-in-Charge.
50
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600
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Providing and laying BRICK MASONRY in SUBSTRUCTURE using cement mortar 1:5 (1 Cement:5 M Sand) and Class 5.0 bricks at all depths including the cost of materials, labour,tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, finishing the joints flush below ground level , curing, etc. all complete as per specifications, and as directed by Engineer-in-Charge.
10
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8525
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Providing 15mm THICK CEMENT PLASTER in Cement Mortar 1:4(1 Cement:4 M sand by volume) on brickmasonry, PCC/RCC surfaces including preparation of base, cleaning, chipping, packing of electrical, plumbing works, scaffolding if required, finishing, curing including mouldings and providing grooves in plaster,bands ,mouldings etc. as specified for all depths and heights including labour charges,tools and tackles,material costs etc. as per specifications and as directed by the Engineer-in-Charge.
20
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355
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Providing & fixing in position Bitumen impregnated board 12 mm thk. of approved make PREMOULDED BITUMINOUS EXPANSION JOINT FILLER BOARDS conforming to IS:1838-P1/1983 in joints including application of primer as directed by Engineer-in-Charge.
20
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1400
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Providing & filling in joints BITUMASTIC SEALING COMPOUND 12 to 17mm width x 20 to 25 mm depth of approved make conforming to IS:1834 latest revision Grade A including one coat of primer as per manufacturer’s specifications, drawings & as directed by Engineer-in-Charge.
40
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330
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Supplying, transporting, storing, fabricating & erecting in position bolted and / or welded STRUCTURAL STEEL WORKS like angles,channels, beams, plates confirming Grade E250 BR to IS: 2062 etc.at all heights & levels and locations including all builtup sections/ compound sections made out of rolled sections and / or plates / bent plates in existing / new structural pipe supports, frames, etc., cutting to required size, straightening/bending if required, edge preparation,cleaning, scrapping & welding of unsound joints in existing structural members, preheating, (including sealing of box section with continuous welding ) finishing edges by grinding , fixing in line and level with temporary bracings, including providing staging, scaffoldings, & working platforms at all heights, and removal of same after erection,including preparing the surface for painting , grit blasting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows:(a) Applying inorganic zinc silicate coat 75 micron DFT(b) Two coats of Epoxy primer paint 75 micron DFT each(c) Two coats of Anti Rust epoxy top coat paint 100 micron DFT each as per manufacturer's specifications and as directed by Engineer-in-Charge. NOTE:-One coat of Zinc silicate and one coat of Epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erection as specified & directed by Engineer-in-charge. Supply of all materials in contractor's scope.
2
-
115000
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Supplying, transporting, storing, fabricating and fixing in position M.S. STEEL INSERTS(with lugs) as shown in drawing including fabrication to any shape made out of flats, plates, rolled sections, sleeves, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain,Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where ever necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts, & painting with one shop coat of Inorganic zinc silicate primer and finsihing with two coats of anti rust epoxy paint of approved brand and colour ,etc complete as per drawing,specification and direction of Engineer-in-Charge.
2500
-
115
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Supplying, fabricating, delivering and fixing in position at site ANCHOR BOLTS, nuts/lock nuts, and anchor bolt assemblies, including necessary templates etc. complete as per the drawings and as directed by Engineer-in-Charge. (Templates required for fixing shall not be paid separately).
120
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160
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Introducing new reinforcement bars for structural connections in RCC beams,pile cap,columns,and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to a minimum depth of 150mm and upto 200mm, fixing the reinforcement in position drilling in concrete ,epoxy cartridges of HILTI RE 500 make or equivalent ,plastic nozzle at all depths and heights complete including cleaning the drilled holes of loose dust by blowing air.The cost of reinforcement shall be paid separately under relevant item-Upto and including 12mm dia reinforcement bars
10
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120
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Same as Item-310 above, but for bars of dia more than 12mm and not exceeding 20mm dia.
10
-
190
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MAKING CUT-OUTS in RCC slab/ wall upto a thickness of 400mm (taking all necessary safety precautions) by vibration-less spark-free mechanical means like core cutting, wet cutting by diamond wall saw system at all depths & heights including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, disposal of unserviceable material, plastering & finishing the cut surfaces, all complete as specified and directed by the Engineer-in- Charge (Measurement on Plan/ Elevation Area basis).
2
-
3200
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Making necessary openings of 100 mm diameter in RCC walls using CORE CUTTING method, including supply of all tools and tackles necessary arrangements etc., cutting lapping /welding of reinforcement bars as directed by Engineer-in-charge.
5
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12100
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Same as Item No.340 above, but for 150 mm dia.opening
5
-
15000
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Same as Item No.340 above, but for 200 mm dia.opening.
5
-
18600
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DEMOLISHING BRICK MASONRY in lime or cement mortar (taking all necessary safety precautions) for all depths and heights below and above plinth level including supply of all tools and tackles,necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated place outside the Refinery premises up to a lead of 7km as per specifications and as directed by the Engineer-in-Charge .
5
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1900
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DEMOLISHING PLAIN CEMENT CONCRETE of all grades(taking all necessary safety precautions) for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated place outside the Refinery premises up to a lead of 7km as per specifications and as directed by the Engineer-in-Charge .
21
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2300
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DEMOLISHING REINFORCED CEMENT CONCRETE (taking all necessary safety precautions) for all depths and heights below and above plinth level including supply of all tools & tackles labours,necessary scaffolding, propping, underpinning, cleaning and including cutting, straightening, scrapping of rebars and disposal of unserviceable material including reinforcements at designated place outside the Refinery premises up to a lead of 7km as per specifications and as directed by the Engineer-in-Charge .
56
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4600
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DISMANTLING OF STRUCTURAL STEEL WORKS (bolted/riveted/welded)of all descriptions(taking all necessary safety precautions) for all heights & depths above & below plinth level including supply of all tools & tackles, consumables, necessary scaffolding etc. providing temporary bracings as required, cutting gusset plates, bolts, nuts, weldings etc, stacking of serviceable materials at designated location /CPCL storage Yard/scrap yard within the refinery premises as per direction of Engineer-in-Charge.
1
-
4650
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Providing necessary BARRICADING WORKS with 1mm thick corrugated GI sheets and supporting with necessary structural steel arrangements including scafffolding pipes and tubes for a maximum height of 3 m , embedding the same in firm ground etc. Rate quoted should include mobilisation and erection of the above items including demobilisation after completion of works.The same will be the property of Contractor.
20
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1600
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Providing necessary BARRICADING WORKS with 1mm thick corrugated GI sheets taking supports from existing structural members within the plant for a maximum height of 6m.Rate quoted should include mobilisation and erection of the above item including demobilisation after completion of works.The same will be the property of Contractor.Payment shall be based on the area of sheet utilised for barricading.
50
-
400
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Supply of 5HP Diesel Driven DEWATERING PUMP on hire basis on all days including Sundays on 8 hrs.shift,along with all accessories including hoses and one operator for pumping out of water including dewatering excavation pits,oily trenches/ pits etc. for all depths by contractor's own pump as per directions of Engineer in Charge.The job also includes supplying of all types of pumps,tools and tackles,hoses,fuel,all consumables and labour to complete the job in all respects as directed by Enginee in Charge.
30
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400
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Supply of JCB on hire basis on all days including Sundays on 8 hrs.shift including driver,assistant /fuel/oil/lubricants /all consumables etc. complete. The quoted rate should include mobilization, operator crew's/driver /assistant cost, tools, tackles etc., as directed by the Engineer-in-charge.
10
-
7000
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Same as Sl.No No. 440 above, but for supply of TRACTOR COMPRESSOR BREAKER .
10
-
8000
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Supply of 20 FEET TRAILER WITH TRACTOR on hire basis on all working days from Monday to Saturday on 8 hrs.shift ,inclusive of driver,one assistant,all consumables like diesel etc.,with all safety precautions within CPCL Refinery premises.The quoted rate should include mobilization, operator crew's/driver /assistant cost, loading, transporting from site to Scrap yard within Refinery premises, unloading,tools, tackles,wire ropes,pulley blocks,belts,chains etc. for lifting,aligning,tying,stacking etc. all complete as directed by Engineer-in-Charge.
10
-
3500
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Same as Sl.No No. 460 above but for TRACTOR WITH TRAILER of minimum capacity 2.5 Cu.m.
10
-
3500
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Supply of UNSKILLED LABOUR to carry out petty works not assessable for measurements/minor repair works, on day-to-day basis. The rates shall include ESI, PF, payroll cost and allowances, fringe benefits, overhead supervision, profits and hand tools.
30
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833
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