Chennai Petroleum Corporation Limited Tender
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Chennai Petroleum Corporation Limited - CPCL Tender
Eprocure
Opening Date31 Dec 2020
Closing Date1 Feb 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_DGMMC_7676_1Bid Award Id
ViewTender No
CC020020Tender Authority
Chennai Petroleum Corporation Limited ViewPurchaser Address
-Website
http://https://www.cpcl.co.in/
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Documents
General Conditions of Contract
BOQ Items
EARTHWORK IN EXCAVATION in all types of soil , including soft or hard murrum, but excluding soft and hard rock, using mechanical means(Hydraulic Excavators) / Manually for depth upto 1.5m,including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated/sub-soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric underground cables, etc. all complete as per the specifications and directions of Engineer-in-Charge.
750
-
482
Same as item #30 but for depths beyond 1.5m upto 3.0m
50
-
580
Same as item #30 but for depths beyond 3 m upto 4.5 m
20
-
678
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 byEngineer in Charge.
5
-
550
Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish to designated place within refinery premises.
4000
-
27
"Area Cleaning works: Scope of work includes removing earth, debris, non metal scraps, uprooting vegetation / shrubs upto 30 cm girth etc., from underneath the piperacks, along the roads, drains and tankfarms, thorough cleaning, brooming of paved/lined areas and transporting, disposal of generated earth, debris, non metal scraps, vegetation/shrubs, etc., at designated places within the refinery premises as directed by the Engineer-in-Charge including all labour, transportation, tools & tackles, etc., all complete. (Note: The payment shall be made on quantities, measured on stack/ truck basis with 30% deductions for voids)"
1500
-
1015
Back filling the available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m.
375
-
237
Providing and filling fine aggregate (M-sand) of approved quality in floor, foundation etc. in layer of 15 cm thickness including, watering, ramming, consolidating etc. complete.
50
-
3095
Dewatering - with Contractor's own pump:The job involves pumping out of water including dewatering oily trenches, pits etc. by contractor's own pump as per the direction of the Engineer-in-charge.The job also includes supplying of all types of pumps, tools & tackles,hoses, fuel, all consumables and labour to complete the job in allrespects as per EIC instructions (for maximum of 8 Hrs per shift).
-
-
-
Hire charges for 2 HP Kerosene driven dewatering pump with allaccessories including hoses along with one operator
24
-
213.52
Hire charges for 5 HP Diesel driven dewatering pump with all accessories including hoses along with one operator
24
-
515.09
Hire charges for 10 HP Diesel driven dewatering pump with allaccessories including hoses along with one operator
12
-
675.48
Hire charges for 10 HP Submersible pump (Electrical Motor driven) withall accessories including hoses along with one operator
12
-
621
Providing and bunding with fine aggregate (M sand) filled bags containing net quantity of minimum 0.5 cft of fine aggregate (M sand) for maintaining and diverting the flow of water etc. includes supply and filling of fine aggregate (M sand), stitching of the bags, carting to site of work to any distance, keeping in position as directed, plugging holes and paddling etc., with all labor, materials, tools plants including the cost of fine aggregate (M sand) and empty gunny/polythene bags, etc, complete. and inclusive of removal after completion of work.
500
-
91
Providing and bunding with available earth / fine aggregate (M sand) filled bags containing net quantity of minimum 0.5 cft of earth / fine aggregate (M sand) for maintaining and diverting the flow of water etc. includes filling of fine aggregate (M sand), stitching of the bags, carting to site of work to any distance, keeping in position as directed, plugging holes and paddling etc., with all labor, materials, tools plants and empty gunny/polythene bags, etc, complete. and inclusive of removal after completion of work.
250
-
53
Demolishing plain cement concrete in foundation/super structure including disposal of unserviceable material to the designated place within the Refinery premises as directed including all labor, tools, etc. complete.
30
-
2103
Demolishing of brick work of any mortar in foundations or at super structures including disposal of unserviceable materials to the designated place within the Refinery premises as directed and including breaking into pieces, all labor, tools, etc. complete.
20
-
1816
Demolishing rubble or coursed rubble masonry in lime or cement mortar in foundations or at super structures and disposal of the same to designated place within the Refinery premises as directed by the EIC
2
-
2122
Breaking of Bituminous road including bituminous carpet, metal base, soling etc. including removing debris to the designated place within the Refinery premises as per instruction of engineer in charge
13
-
1328
Dismantling RCC work by (taking all necessary safety precautions) manually/ by mechanical means for all depth and height, below and above plinth level including supply of tools & tackles, necessary sc affolding, propping, cutting reinforcement bars, breaking into pieces, all labor, etc., cleaning and disposal of unserviceable material to the designated place and returning the scrap reinforcements to scrap yard within the Refinery premises as per instruction of engineer in charge, all complete.
25
-
4082
Chipping of unsound / weak concrete material from slabs, beams, columns, floors etc., with standard power driven percussion type of pneumatic chisel of standard make as directed by Engineer- in- charge tapering all edges, making square shoulders of cavities, removing concrete all round reinforcement including from behind the reinforcing bars to give an average 50mm , cleaning reinforcement of total rust including from behind the reinforcing bars to give it a totally rust free finished steel surface etc. complete and disposal of debris to designated place within the refinery premises and all lifts.
200
-
204
Cleaning of open areas- paved and unpaved areas, roads, brooming, removal of other unwanted left over materials and disposal of rubbish within refinery premises as directed by Engineer-in-charge including labors, broom trolley and other consumables etc. complete.
10000
-
5
Cleaning and desilting of drains, side slopes in or under water or above water level including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material as per scope of works and disposal of the same at places within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed by Engineer-in-charge - For cross-section of open drain/ canal Upto 0.5 sqm
2000
-
36.5
Cleaning and desilting of drains, side slopes in or under water or above water level including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material as per scope of works and disposal of the same at places within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed by Engineer-in-charge - For cross-section of open drain/ canal Above 0.5 sqm and upto 1 sqm
2500
-
51.1
Cleaning and desilting of drains, side slopes in or under water or above water level including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material as per scope of works and disposal of the same at places within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed by Engineer-in-charge (Mechanized Cleaning) - For cross-section of open drain/ canal Above 1 sqm
500
-
612
Cleaning and desilting of sand traps and 3 way valve-pit in cone roof tank farms as per list enclosed, including cleaning the surrounding area of 1mtr wide and ensureing free flow of underground line linking nearby OWS system and the sand trap; removal of grass, bushes, vegetation, debris, sludge, floating oil / asphalt / wax if any and any other unwanted material as per scope of works and disposal of the same at places as directed by Engineer-in-Charge within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.
25
-
914.76
Cleaning of manholes, desilting and flushing of industrial CRWS catch basins / Gully trap chambers of different sizes, removal of sludge and disposal of the same at designated place within the Refinery premises, as directed by the Engineer-in-charge all labor including removing and refixing the cover slabs in position, transportation of required machinery tools, plants etc. complete.
5
-
1134.29
Cleaning , desilting and flushing of unit drainage OWS manholes / combined valve pits / sand traps removal of sludge and disposal of the same at designated places within the Refinery premises , as directed by the Engineer-in-charge.
5
-
2174.07
Transporting and disposing the SURPLUS EARTH/DEBRIS generated after backfilling from construction activities, loading, unloading, as directed to designated place within refinery premises.
750
-
219.39
Supply of UNSKILLED CLASS LABOUR to carry out petty works not assessable for measurements/minor repair works, on day-to-day basis during the CPCL general shift hours (0730 - 1600 hours) on all regular working days from Monday to Saturday. The rates shall include ESI, PF, payroll cost and allowances, fringe benefits, overhead supervision, profits and hand tools. Payment for part of the day will be made on prorata basis.
320
-
805
Same as Sl. No. 320 above but for working beyond the normal working hours specified above on regular working days from Monday to Saturday, working on Sundays, CPCL Holidays. The rate to be quoted per hour basis per manpower.
150
-
165
Same as Sl. No. 320 above,but for supply of SEMI SKILLED LABOUR (Like STONE CUTTER, OFFICE ASSISTANT, )
40
-
884
Same as Sl. No. 330 above but for working beyond the normal working hours specified above on regular working days from Monday to Saturday, working on Sundays, CPCL Holidays. The rate to be quoted per hour basis per manpower.
150
-
182
Same as Sl. No. 320 above,but for supply of HIGHY SKILLED LABOUR (Like MASON, CARPENTER, PLUMBER)
150
-
1016
Same as Sl. No. 360 above but for working beyond the normal working hours specified above on regular working days from Monday to Saturday, working on Sundays, CPCL Holidays. The rate to be quoted per hour basis per manpower.
150
-
211
Providing and fixing form work including centering, shuttering and strutting and propping so as to give a rough finish for in-situ Reinforced cement concrete and/or plain cement concrete work in foundation and plinth like footing, raft, basis of column, pipe supports, equipment foundations, mass concrete etc. for all depths including removal of shuttering after the specified period is over and as directed by the engineer in charge. Complete with all materials labors consumable etc. (form work shall be supplied by the contractor and shall remain the property of the contractor)
200
-
423
Providing fixing form work including centering, shuttering and strutting and propping in super structure upto staging of 4.5m wide so as to give a fair finish of R.F cement concrete work in column, beams, walls slabs, staircases,(Steps, waist slabs, landing etc.) lintel, sun shades, canopies, cantilevers etc. for all heights including removal of the shuttering after the specified period is over and as directed by the engineer in charge complete with all materials, labor consumable etc. (Form work shall be supplied by the contractor and shall remain the property of the contractor)
75
-
636
Placing in position MS reinforcement (plain round bars) and/or Tor steel for RCC work including transporting the steel to site of work, straightening, cleaning & removing oil grease if any, cutting, bending to required shapes & lengths as per details, binding with contractor's own 16 SWG black soft annealed binding wire at every inter-section, supplying & placing with proper cover blocks, supports, chairs, overlaps, welding, spacers fan hooks etc. for all heights & depths etc. all complete as directed.
20
-
73321
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.
400
-
566
Providing & filling in joints BITUMASTIC SEALING COMPOUND 12 mm width x 25 mm depth of approved make conforming to IS:1834 : 1984 Grade A including one coat of primer as per manufacturer’s specifications, drawings & as directed by Engineer-in-Charge.
500
-
184.33
Providing and laying plain cement concrete 1:4:8 (1 part of cement, 4 part of fine aggregate (M sand) and 8 part of stone aggregate 40 mm nominal size) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete ) as per direction of engineer in charge but excluding cost of form work
20
-
6781
Providing and laying plain cement concrete 1:2:4 (1 part of cement : 2 part of fine aggregate (M sand) and 4 part of stone aggregate 20mm nominal size) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete as per direction of engineer in charge but excluding cost of form work
10
-
8101
Providing and laying reinforced cement concrete work 1:1.5:3 (1 cement, 1.5 fine aggregate (M sand), 3 stone aggregate 20mm nominal size) in foundation and plinth including machine mixing, curing, consolidating with vibrator etc. complete as per instruction of engineer in charge excluding cost of shuttering and fabrication of reinforcement.
100
-
9252
Providing and laying reinforced cement concrete work 1:1.5:3 (1 cement, 1.5 fine aggregate (M sand), 3 stone aggregate 20mm nominal size)for super structure at all levels including machine mixing, curing, consolidating with vibrator etc. complete as per instruction of engineer in charge excluding cost of shuttering and fabrication of reinforcement.
25
-
10933
Providing and laying reinforced cement concrete nominal mix of 1:2:4 by volume (1 cement : 2 fine aggregate (M sand) : 4 crushed stone aggregate) using 20mm and down size crushed stone aggregates in flooring and pavements etc., including providing pockets, laying in alternate panels, shuttering edges, vibrating, tamping, curing, finishing the top surface rough/smooth, etc., complete for all depths or heights but excluding cost of fabrication of reinforcement.
40
-
8692
Providing and fixing precast slabs beams with RCC 1:1:5:3 (1 cement, 1.5 fine aggregate (M sand), 3 stone aggregate of 20mm nominal size including cleaning, fixing, lifting and placing in position, necessary shuttering, finishing, curing but excluding cost of reinforcement.
38
-
14151
Providing and fixing in position GI plate as per design for expansion joints.
5
-
1534
Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse M sand for expansion joints.
200
-
86
Providing and laying in position ready mixed M-35 grade concrete for reinforced cement concrete work, with minimum cement content as 400 kg/cum 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. Contractor must submit manufacturer's ba tching report along with each batch of concrete. Cost of cement is included in Contractor's scope. - All works in SUBSTRUCTURE upto plinth beam level.
20
-
10472
Same as Sl. No. 450 above, but for All works in SUPERSTRUCTURE at all heights above plinth beam level.
5
-
11991
Providing and laying BRICK MASONRY IN SUB STRUCTURE with bricks of Class 5.0 in cement mortar 1:4 (1 Cement and 4 fine aggregate (M sand)) for 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
-
8565
Providing and laying BRICK MASONRY IN SUPER STRUCTURE with bricks of Class 5.0 in cement mortar 1:4 (1 Cement: 4 fine aggregate (M Sand)) for all heights including the cost of materials, labour, tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, sealing the gap between masonry and soffit of beam/slab, embedding the fittings,curing, etc. all complete as per specifications, and as directed by Engineer-in-Charge.
6
-
10089
Providing and laying HALF BRICK MASONRY in cement mortar 1 : 4 (1 Cement : 4 fine aggregate (M Sand)) for all depths and heights including cost of materials, labour, scaffolding, sampling, testing, supplying and placing 2 no. 6 mm dia. dia rebars at every third course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by Engineer-in-Charge. Note:- The cost of Reinforcement shall be paid seperately under relevant items.
40
-
1196
Providing and laying RANDOM STONE MASONRY in cement mortar 1 : 6 (1 Cement : 6 fine aggregate (M sand)) in any shape and thickness including the cost of materials, labor, scaffolding / staging, sampling and testing, dressing and wetting of stones , providing recesses, openings, leveling up with cement concrete 1 : 6 : 12 (1 cement : 6 fine aggregate (M sand) : 12 graded stone aggregate 20mm nominal size), embedding the fittings and fixtures, raking out the joints, curing etc. all complete as specified at all depths below plinth level.
1
-
6728
Providing and laying RANDOM STONE MASONRY in cement mortar 1:6 (1 Cement : 6 fine aggregate (M sand)) in any shape and thickness including the cost of materials, labor, scaffolding /staging, sampling and testing, dressing and wetting of stones , providing recesses, openings, sealing the gap between masonry and soffit of beam/ slab, embedding the fittings and fixtures, raking out the joints, curing etc. all complete as specified. at all heights above plinth level.
1
-
8265
Providing and laying upto 40mm thick average cement concrete flooring 1:2:4 (1 cement : 2 fine aggregate (M sand) : 4 stone aggregate 12.5mm nominal size) suitable panels finished smooth with a floating coat of neat cement smooth or chequered on top in floor landing tread etc. with necessary construction joints curing, chipping and cleaning of surfaces free of oil, necessary hacking of floor etc. complete.
40
-
566
Providing and laying below 25mm average thick cement concrete flooring 1:2:4 (1 cement : 2 fine aggregate (M sand) : 4 stone aggregate 12.5mm nominal size graded stone aggregates) in suitable panels finished smooth with a floating coat of neat cement smooth or chequered on top in floor landing tread etc. with necessary construction joints curing, chipping and cleaning of surfaces free of oil, necessary hacking of floor etc. complete.
10
-
353.75
Providing 12mm thick plaster in cement mortar 1:4 (1 Cement :4 fine aggregate) on walls / concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights.
300
-
320
Providing 15mm thick plaster in cement mortar 1:4 (1 Cement :4 fine aggregate) on walls / concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights.
80
-
370
Providing 6mm thick plaster in cement mortar 1:3 (1 Cement :3 fine aggregate) on ceilings/concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights.
20
-
261
Repair of existing plasters of varying thickness of 12mm to 20mm including cutting the patch in proper shape, raking out joints, preparing and plastering the surface of the walls complete including disposal of rubbish to the designated place within the Refinery premises with cement mortar 1:4 (1 cement : 4 fine aggregate) Rate inclusive of chipping and scaffolding.
50
-
490
Encasing rolled steel sections, in beams and columns with cement concrete 1: 1.5: 3 (1 cement: 1.5 fine aggregate (M sand) : 3 graded stone aggregate 12.5mm nominal size) including centering, shuttering and scaffolding complete but excluding cost of reinforcement and cement.
5
-
14938
Providing and laying cool roof tiles (as per approved pattern, not less than 8mm thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement ; 4 fine aggregate (M sand)) mixed with 2% integral water proofing compound laid over a bed of 20mm thick cement mortar 1:4(1 cement ; 4 fine aggregate (M sand)) and finished neat & complete with white cement (Supply of white cement is in contractor's scope).
25
-
997
Dismantling precast PCC/RCC footpaths / pavements / dyke lining carefully of slabs and stacking the slabs for reuse, rebuilding the bed to proper slope by ramming and filling fine aggregate (M sand), laying and fixing the retrieved good slabs in position to match the existing floor level, grouting the joints to full depth with CM 1:5 (1 cement : 5 fine aggregate (M sand)), finishing, curing, clearing debris and disposal within the refinery premises, all labor and materials complete. Rate inclusive of shifting of precast slabs within refinery premises.
25
-
391.09
Grouting the joints of precast slabs to full depth with CM 1:5 (1 cement : 5 fine aggregate (M sand)), finishing, curing, clearing debris and disposal within the refinery premises, all labour and materials complete. Rate inclusive of shifting of precast slabs within refinery premises.
5000
-
39
Supplying, stacking and spreading of 63 - 45mm size stone aggregate in uniform thickness, hand picking for transformer yard, below HT lines, complete as directed by the Engineer-in-charge for all leads and lifts (payment will be made after deducting voids at 7.5%).
1
-
2929.5
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50mm thick compactedbed of coarse sand , filing in the joints with line sand etc. all complete as per the instructions of Engineer- In-Charge.
750
-
869
Taking out existing cement concrete interlocking paver blocks from footpath/ central verge, including clearing debris and disposal within the refinery premises etc., disposal of unserviceable material to the designated place, for which payment shall be made separately and stacking of serviceable material within 100 meter lead as per direction of Engineer-in-Charge.
100
-
117.92
Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, color and pattern over and including 50 mm thick compacted bed of fine aggregate (M sand), filling the joints with fine aggregate (M sand) etc. all complete as per the direction of Engineer-in-charge. (Old Cement Concrete paver blocks shall be supplied by CPCL at free of cost).
25
-
386
Providing and laying polished vitrified floor tiles of size 600 x 600 mm and above anti skid type / gloss finish of make Johnson / kajaria / somany / nitco in all colors and shades, laid on 20 mm thick cement mortar 1: 4 ( 1 cement : 4 fine aggregate (M sand)) including grouting the joints with white cement and matching pigments etc., complete. (Supply of white cement is in contractor's scope).
50
-
2123
Providing and laying rectified glazed ceramic floor tiles less than 450 x 450 mm or more (thickness to be specified by the manufacturer) of make Johnson / kajaria / somany / nitco in all colors, shades laid on 20 mm thick cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) including pointing the joints with white cement and matching pigments etc. complete. (Supply of white cement is in contractor's scope).
20
-
1601
Providing and fixing ceramic glazed / matt finished wall tiles of make Johnson / kajaria / somany / nitco in all colors, shades of size 600 x 450 mm and above as approved by Engineer-in-charge over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 fine aggregate (M sand)) and jointing with grey cement grout including pointing in white cement mixed with pigment of matching shade complete. (Supply of white cement is in contractor's scope).
20
-
1446
Providing and fixing granite tiles of shade black galaxy / equivalent of thickness not less than 18 mm approved by EIC over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) and nozing on both sides.
4
-
3963
Providing and fixing 20 mm thick cuddappah stone of shade black / equivalent of thickness not less than 20 mm as approved by EIC over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) and nozing on both sides.
2
-
1763
Providing and fixing Kota stone of shade approved by EIC of thickness not less than 18 mm over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) and nozing on both sides.
2
-
1888
Charges for using cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, using 5 kg adhesive per sqm of tile area, in average 3 mm thickness Instead of 20 mm thick bed mortar inclusive of chipping the existing mosaic or any other floor surface (This rate will be deducted from rates for item with Sl. no. #720, #730, #740)
40
-
-120
Dismantling tile work in floors and roofs laid upto bed mortar of 20mm including disposal to the designated place within the Refinery premises as per instruction of engineer in charge
200
-
88
Supply and laying of High Dense Polyethylene (HDPE) sheets of 500 micron thickness below the pavements, tank farm dyke/embankments etc.
2500
-
45.8
Interior Works
-
-
-
"Providing & applying wall painting in exterior surfaces: Scope includes Surface preparation by water jetting and sander. filling of holes / cracks with putty, supply and application of single coat of wall primer (modified acrylic, water-based alkali resistant primer-cum-sealer with silicone additives ) and two coats of exterior emulsion of make Asian or approved equivalent (water based, modified acrylic, exterior with silicon additives) in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor, covering all important structures with sheets and tapes and cleaning of all surrounding areas that got affected during the course of cleaning/painting."
80
-
102.57
"Providing & applying wall painting in interior surfaces: Surface preparation by sander, filling of holes / cracks with putty and primer if required, supply and application of two coats of interior emulsion of make Asian or approved equivalent (water based, modified acrylic, interior with silicon additives) in all heights. Rate includes erection of scaffolding / movable scaffoldings, all tools, materials and labor, covering all important structures with sheets and tapes and cleaning total area after surface preparation, running loose materials, etc."
400
-
65.93
Providing & applying wall primer in interior surfaces: Supply and application of single coat of wall primer of make Asian or approved equivalent for interior surfaces (modified acrylic, water-based alkali resistant primer-cum-sealer with silicone additives ). Rate inclusive erection of scaffolding /movable safety harness like parapet anchorfor all heights/depths, all tools, materials, labour etc.
400
-
27.01
"Providing & applying textured painting in interior / exterior surfaces: Surface preparation by water jetting and sander, and cutting the repair portion into proper geometric shape, supply and application of one coat textured paint of make Asian or approved equivalent (modified acrylic, silica based product) to match the existing textured surface in geometry and design. Rate inclusive erection of scaffolding /movable safety harness like parapet anchorfor all heights/depths, all tools, materials, labour etc."
100
-
190.23
"Providing & applying enamel painting in interior / exterior surfaces: Surface preparation by water jetting and sander, supply and application of single coat of wall primer (modified acrylic, alkali resistant primer-cum-sealer with silicone additives ) and two coats of enamel (gloss enamel). For metal / wooden surface suitable metal primer of zinc base / wood primer has to be used in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc."
100
-
109.9
"Providing & applying wood finish coats: Surface preparation using paper 180 and then using and paper 320 and wipe clean, supply and application of one coat of sealer base coat and two coats of acid curing solvent based 2 pack of wood finish at an interval of about 24 hours. Sand lightly with and Paper 320 between the two coats. Rate inclusive of filler if required in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. "
25
-
659.32
"Providing & applying of Lime Wash: Surface preparation by water jetting and sander, supply and application of two coats of lime wash of approved make as per manufacturer specification in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. "
20
-
43.96
"Providing & applying wall putty: Supply and application of water resistant white cement based putty on interior surface after thorough cleaning as per manufacturer specification of make Birla / JK of maximum thickness 1.5 mm in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. "
20
-
62.87
Providing and injecting chemical emulsion for Post- Constructional Anti-termite treatment using chemical Imidacloprid 30.5% SC at 2.1ml per litre of water covering entire building internal as well as external wall. The quoted rate shall be inclusive of all tools, tackles, labours, chemical/material cost etc complete.
40
-
64.27
Dismantling false ceiling, partition walls including stacking of serviceable materials at designated location and disposal of unserviceable materials to the designated place within the Refinery premises as per instruction of engineer in charge
40
-
45
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking the material at a yard within the Refinery premises as per instruction of engineer in charge
40
-
307.21
Providing and laying PVC roll / tile of approved shade, texture of 2mm thickness homogenous, unbaked, flexible, antistatic PVC tiles conforming to BS: 2050, table-2, IS 3461 / 3462 in floor, skirting, fixed over base floor / surface by means of a continuous coating of rubber adhesive (as per manufacturers' specification ) over the base floor / surface including cleaning the finished surface with approved detergent to remove stains etc. all complete. Removal of damaged existing membrane to be carried out if required.
20
-
1253
Providing and fixing false ceiling with 12 mm thick plain / semi perforated or with design ceiling tiles of Glass Reinforced Gypsum (GRG Tiles) confirming to JC/T 799 - 1988 (1996) or IS 2095 Part - 3 1996 to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately). Rate inclusive of scaffolding
20
-
961
Providing and fixing false ceiling with 12 mm thick plain / semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS: 3087 finished with a coat of aluminium primer on both sides & edges and two coats of synthetic enamel paint of approved quality on exposed face fixed to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately).
20
-
1226
Providing and Fixing false ceiling using pre laminated particle board with decorative lamination on one side and balancing lamination on other side to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer. Rates are inclusive of scaffolding (aluminium frame work shall be paid separately
20
-
1263
Providing and Fixing false ceiling using (ACP) - 4 mm thick (0.5 mm thick aluminium sheet on top & bottom sandwiched with 3 mm thick core material confirming to BS 1467 in combination with approved Solid and Metallic color panels Laminated sandwiched composite panel to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer. Rates are inclusive of scaffolding (aluminium frame work shall be paid separately) -
25
-
1901
Supplying and fixing in position 35mm thick single or double leaf full paneled wooden shutters of first class country wood, consisting of bottom rail 250mm wide, lock rail 150mm wide and remaining shall be 100mm wide, fixed with panels of 25mm thick wooden plank including with black enameled MS butt hinges with necessary screws, providing two coats of synthetic enamel paint over a coat of primer etc., complete.
2
-
7195.23
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 - 35mm thick including ISI marked stainless steel butt hinges with necessary screws.
4
-
2686.39
Providing and fixing second class teak wooden frame for doors, windows, cupboards, air conditioners, frame work for partition and ceiling or any wooden work with necessary fixtures and fastenings including necessary hold fasts, polishing teak frame or painting frame with transparent paint, applying two coats of Coal Tar preservatives on the sides in contact with wall for fames (and for ceiling frame while surface to be coal tarred) including making necessary grooves, grouting, making good all damages done inclusive of all labor, material etc. complete.
1
-
129981
Providing and fixing for flush doors with 3 mm decorative veneering of approved shade/pattern with all labor, materials etc. complete.
4
-
567.16
Providing and fixing window/ventilator/door glass panes with float / pinned glass of thickness 4 mm, fixing with necessary pins and best quality putty or with wooden batten as necessary including removing old damaged glass, disposing of the same as directed all labor and materials etc. complete at all heights. or in wooden/aluminium door, window, ventilator shutters and partitions etc. with PVC / neoprene gasket etc. complete as per the architectural drawing and the directions of engineer-in-charge. (cost of aluminium snap beading shall be paid in basic item):
40
-
1247
Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.
20
-
1142
Providing and fixing bright finished brass 100mm mortice latch and lock ISI marked with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS:1868) aluminium lever handles with necessary screws etc. complete
20
-
908
Providing and fixing Stainless Steel Tower Bolts of grade 304 and size 10" of approved make
4
-
317
Providing and fixing Stainless Steel Door Handles of grade 304 of approved design
4
-
253
Providing and fixing Stainless Steel Aldrops of grade 304 of approved design
4
-
633
Providing and fixing anodized aluminium work (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of 15 micron) for doors, windows, ventilators and partitions/False ceiling framework with extruded built up standard tubular / appropriate Z sections/tee/angle sections and other sections of approved make, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth rust free, straight, mitered 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 and paneling to be paid for separately):For fixed portion, minimum Anodic coating of Grade AC 15 shall be provided
30
-
445
Same as Sl. No. 1030 as above, but 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 PVC / neoprene gasket required (Fittings shall be paid for separately)
20
-
550
Providing and fixing powder coated aluminium work consisting of tee / angle sections/extruded built up standard tubular/ appropriate Z sections , of approved make conforming in frames of false ceiling/doors ,windows, ventilators and partitions including aluminium angle cleats with necessary C.P brass / stainless steel sunk screws, aluminium perimeter angles fixed to wall with rawl plugs @ 450mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6mm dia with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
10
-
691
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade I Type II, in paneling fixed in aluminium 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.
15
-
1039
Providing and fixing 6mm dia G.I level adjusting hangers (upto 1200mm length) fixed to roof slabs by means of ceiling cleats made out of G.I flat 40x3mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long complete as per directions of Engineer-in-charge.
10
-
100
Providing and fixing in position first quality non reflective type polyester SUN CONTROL FILM of Garware or equivalent approved make of 25 micron thickness including cleaning the door/ventilator panes,trimming the edges etc. complete as per the instructions ofEngineer-in-Charge.
20
-
550
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be molded with fire resistant grade unsaturated polyester resin and chopped mat . Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
4
-
492
Providing and fixing to existing door frames 30 mm thick Glass Fibre Reinforced Plastic (FRP) paneled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, molded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.
4
-
3450.15
Supply and fixing of UPVC white color windows with 4mm glass and necessary accessories as per the directions of EIC including necessary labor, tools, tackles etc.
20
-
4585.43
Special works
-
-
-
PROVIDING, ERECTION & DISMNATLING OF SCAFFOLDING FOR ALL HEIGHTS: Job involves erection of scaffolding at the required locations using 1-1/2 inch dia steel tubular pipes with suitable clamping arrangement ,providing steel gratings, access staircase system at required locations firmly tied on to the scaffolding pipes, removal of the steel gratings & scaffolding materials on completion of the job. The job shall be carried-out as per CPCL Scaffolding procedure. The job also includes supplying of all types of tools & tackles, lifting arrangements like chain pulley blocks, all consumables and labour to complete the job in all respects, supply & transportation of steel scaffolding materials & steel gratings to the work site etc. complete as per directions and approval of Engineer-in-charge. The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.)
1000
-
134
Providing and applying approved EPOXY RESIN (prepared as per manufacturer's recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiseling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified in EIL specification # 6-68-56 and directed.
80
-
353
Supplying and grouting of foundation bolts / pump bed frames using premix free flow Non-Shrink grout approved, including surface preparation cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease, providing necessary shuttering etc. all complete as specified and directed.
800
-
92
Providing and fixing G.I. Chain link fabric fencing made of G.I wire of dia 4mm, PVC coated to achieve outer dia not less than 5mm in required color and shade 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. Dismantling and disposal of existing to be carried out if required
20
-
1039.78
Supplying and fixing PVC coated GI barbed wire of outer diameter 3 mm weighing 9.38 kg per 100m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. in all heights complete. Payment to be made per metre cost of total length of barbed wire used. Dismantling and disposal of existing wire to be carried out if required
4
-
19.86
Concertina coil fencing: Providing and fixing 750mm dia Green colour painted Razor type concertina fencing with all required clips, pins, etc as per the specifications(each concertina coil piece stretch to 9m length) concertina coil shall be fixed to the M.S. angle with 4 rows of same concertina runner wires over exisiting "x" type angle supports as per drawings. Rate shall be quoted on running metre of compound wall basis .(a) Diameter of Coil: 750mm, number of circles and number of clips are 72and 180 in each 9m of length. (b) Central core Wire: Core wire shall be of 2.6mm diameter made of high carbon spring steel of high tensile strength having minimum galvanized coating thickness equivalent to 230 grams per Sq.m. (c) Razor strip: 0.5mm thick hot dip galvanized and of width 19mm having series of barbed punched all along the length at regular intervals having minimum galvanized thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number) (d) Clips: 1.5mm thick made out of stainless steel.e. Runner wire: Shall be of same specifications as of central core wire.
1000
-
470
"Cleaning of septic tanks including removal of sludge with excrete, bottom sediments and waste water in all chambers, pumping, disposal of sludge with excrete, bottom sediments and waste water in a remote area within the Refinery premises; providing temporary block and arrangements to pump out the incoming sewage to suitable places as directed by Engineer-in-charge including removing and refixing of all types of covers / cover slabs in position, making free all in and outlet lines, all labors, tools, and tackles etc., complete. Septic tank of holding capacity (excluding free board)"
20
-
397.01
Supplying, fabricating, fixing and keeping in position at all levels and locations threaded M.S. ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, washer plates, closure plates,pipe sleeves etc. In foundations, pedestals, etc. as directed includinghandling & transporting, straightening if required, turning from relevant size. M.S. Rounds to required diameter, threading, welding,providing necessary templates and auxillary dummy structure, if any,necessary tying and welding, providing necessary templates and auxillarydummy strucutres, if any, necessary tying and welding with reinforcementbars, adjustment of shuttering & reinforcement/any other fixture,greasing exposed metal surfaces, covering bolts and packing the sleeveswith jute cloth etc. all complete as per drawing and specification anddirection of Engineer-in-Charge.
200
-
130
Supplying, transporting, storing, fabricating and fixing in position MS 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.
25
-
110
Fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement / any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed (SUPPLY OF ALL BOLTS IN CPCL'S SCOPE).
30
-
70.9
Making POCKETS/HOLES of sizes any sizes in RCC/PCC works (taking all necessary safety precautions) by core cutting method for depth upto 500 mm, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed. Payment shall be made on the basis of cutting area
4
-
14651.33
Introducing new reinforcement bars for structural connections in RCC beams, lintels, 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 etc. complete including cleaning the drilled holes of loose dust by blowing air. the cost of reinforcement shall be payable separately. Upto and including for 12mm dia reinforcing bar
40
-
113
"Introducing new reinforcement bars for structural connections in RCC beams, lintels, 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 etc. complete including cleaning the drilled holes of loose dust by blowing air. the cost of reinforcement shall be payable separately. Bars of dia more than 12mm but not exceeding 20mm"
40
-
180.8
"Expansion Joint Treatment: Providing and fixing of low modulus, flexible adhesive used for elastic sealing on various substrates (one component sealant based on a modified silane polymer, which cures by reaction with moisture to a soft elastomeric thermoset product of density ISO 2811-1 @ 22°c) in expansion joints over a foam rod backing of make Loctite / Fosroc / Sika / BASF including chipping and removal APP membrane over the expansion joints, cleaning / surface preparation as per product specification including all tools, tackles, labor, transportation, testing for leak proofing etc."
20
-
992.01
Supplying and placing in position HARD DRAWN STEEL WIRE FABRIC of 3mm dia. 50x50mesh @ 2.22kg/sqm as per IS:1566 post weld hot dipped galvanized with Zn loading of 250 gm/m2 ,to be used as reinforcement, including straightening, cleaning, cutting, bending, binding different portions with contractor's own 16 SWG black soft annealed wire, welding with spacer plates or lugs provided with skirts/on surface of structural steel members etc. complete, including cleaning of the surface, scaffolding for all heights and all labor and as per drawings/sketches, specifications and directions of the ENGINEER-IN-CHARGE.
250
-
165.42
"Substrate preparation: Removal of existing waterproofing materials / layers & disposal at designated place within refinery premises and Preparation, cleaning the concrete substrate using mechanized means as per the requirement of the APP membrane laying. Surfaces should be structurally sound, clean and free from loose particles, oil, grease, or any other contaminant"
40
-
94.53
Repairing surface irregularities: damaged concrete, if any, with Latex modified repair mortar of make Fosroc / BASF / Sika including a coat of bonding agent at required places where undulation is there
10
-
236.32
Providing and laying 4 mm thick APP (Atactic Polypropelene) modified reinforced bituminous waterproofing membrane over terrace and parapet including cleaning and preparation of the surface consisting of making good all the cracks and damages, filling potholes/ depressions, removing weak foam concrete/ plaster and refilling with same wherever required thus preparing smooth surface of the terrace, providing and applying one coat of cold applied bitumen based primer @ 0.2 to 0.4 litre per sq.mtr.; laying the membrane by torch welding over primer, providing 100 mm overlaps and appropriately pressing the membrane to remove any entrapped air, including fixing on parapet after providing 10 mm x 20 mm continuous groove in parapet for terminating the membrane and filling the groove with polyurethane sealant and continuing this treatment at rain water outlet points; providing finishing protective layer of 35 mm thk. PCC (1:2:4) in panels of maximum size 1200 mm x 1200 mm chequered finish with 24 SWG chicken wiremesh interposed in between finished smooth with joints between panels sealed with suitable polyurethane sealant; providing fillets of 75 mm radius with P.C.C (1:2: 4) at junctions of horizontal and vertical surfaces finished smooth; providing 450 mm x 450 mm khuras (rain water collecting pits) in 1:2:4 cement concrete at all outlets, leveled down by min. 25 mm, finishing, curing etc. all complete as per approved manufacture’s standard specifications and recommendations.
40
-
1433.25
Supply and apply a solvent-free, moisture tolerant, thixotropic, structural two part adhesive of make STP / Fosroc / BASF / Sika for filling of cracks including cutting and cleaning. compressive strength 60 N/mm2 (14 days) according to ASTM C 881; bond strength 11 N/mm2 (7 days) is according to ASTM C 882.
4
-
189.05
Drilling and fixing Teflon nipples in RC members including, Drilling Holes: Drilling 16 mm dia., upto 300mm deep holes in structural members horizontally and vertically in staggered manner at the intervals as per specification and drawing. Clean the holes by air blower prior to fixing nozzles and Insert 12 mm dia. Teflon nozzles in holes with the help of ikadur 31
20
-
189.05
Supply and apply a shrinkage free low viscous epoxy resin based injection grout of make STP / Fosroc / BASF / Sika. Compressive strength = 55 N/mm2 (7 days) Tensile strength 30 N/mm2 (14 days) Bond strength 10 N/mm2 (14 days) or concrete failure
10
-
850.73
Providing injection type post construction water proofing to concrete structures such as roof slabs, sunken portions, intersection of chajja & masonry, liquid storage tanks, etc. by installing minimum 12/15mm dia PVC / aluminium / GI nozzles at suitable intervals and mechanically injecting single component hydrophobic water-active flexible polyurethane of approved make at minimum pressure of 3 kg/sqcm as per manufacturer's recommendations. The rate shall include all materials, labor and operations and finishing, dismantling & assembling of false ceiling / under deck insulation works if any, making temporary water pool over the leaky portion and removal after work, in clude the cost of providing fixing and cutting off nozzle projections grouting holes, etc. complete as per the instructions of Engineer-in-Charge. (Only consumed chemical in grouting work to be measured for payment)
15
-
4537.19
Roof sheet works
-
-
-
Dismantling GI / asbestos / translucent sheets, ridges, gutters, curves, turbo ventilators, etc. in roofing's and wall claddings, including supply of all tools & tackles, consumables, cutting (by flame or saw) of fixing hooks, transporting and stacking the serviceable materials, cleaning the site and disposal / handing over of the unserviceable material to scrap yard anywhere within the Refinery premises, including all labor, tools all complete for all levels, as specified and directed.
40
-
120.62
"Providing and fixing color coated Licensee GALVALUME profile sheets of total coated thickness thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal / bolts of assorted sizes as directed by EIC, complete upto 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, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. (size, shape and pitch of corrugation as approved by EIC). Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process. Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet. For all roof areas including curved profile sheets for corners"
10
-
580
"Providing and fixing color coated Licensee GALVALUME profile sheets of total coated thickness thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal / bolts of assorted sizes as directed by EIC, complete upto 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, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. (size, shape and pitch of corrugation as approved by EIC). Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process. Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet. For all cladding areas. "
10
-
860.19
Providing and fixing color coated Licensee GALVALUME sheet Ridges plain (500 - 600mm) of total coated thickness thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc, using self drilling/ self tapping screws, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process. Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet.
4
-
392
Providing and fixing color coated Licensee GALVALUME sheet Barge board (Upto 300 mm) of total coated thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc, using self drilling/ self tapping screws, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process.Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet.
4
-
330
Providing non-asbestos high impact polypropylene reinforced cement 6mm thick corrugated sheets of colour specified by EIC (as per IS: 14871) roofing upto any pitch and fixing with SS 304 J, or L hooks, bolts and nuts 8mm dia, GI plain and bitumen washers or with self drilling fastener and EPDM washers etc., (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required, scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed - For all roof areas.
10
-
418
Providing non-asbestos high impact polypropylene reinforced cement 6mm thick corrugated sheets of color specified by EIC (as per IS: 14871) roofing upto any pitch and fixing with SS 304 J, or L hooks, bolts and nuts 8mm dia, GI plain and bitumen washers or with self drilling fastener and EPDM washers etc., (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required, scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed - For all cladding areas.
10
-
844.67
Fixing available corrugated sheets roofing upto any pitch and fixing with SS 304 J, or L hooks, bolts and nuts 8mm dia, SS 304 plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete excluding the cost of purlins, rafters and trusses: corrugated sheets and including cutting to size and shape wherever required.
10
-
180.65
Providing and fixing close fitting adjustable ridges in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
456
Providing and fixing North light curves in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
453
Providing and fixing Barge boards in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
572
Providing and fixing S Louvers in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
399
Providing valleys (Gutters) upto 90 cm wide overall in 1.22mm thick Aluminium sheet fixed with SS / Aluminium alloy J, or L hooks, bolts & nuts 8mm dia G.I. limpet and bitumen washers, including supply and erection of suitable metallurgy brackets at 750 mm spacing, provisions for rain water pipe outlet (hopper head) / sealing, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed by EIC.
4
-
2504.92
Providing & fixing 2mm thick profiled polycarbonate roofing sheet roofing (embossed clear) of Lexan / Everest up to any pitch, including fixing with SS 304 'J' or 'L' hooks, bolts & nuts 8mm dia. SS 304 plain/bitumen washers, complete but excluding the cost of purlins, rafters, trusses etc. including all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
10
-
1899.96
Supplying and fixing approved Turbo Ventilators / Exhausters of turbine dia of not less than 28", neck/throat dia of 24" with 18" high made of SS 304 vanes of 0.5mm thick, top plate & mounting rings of 0.8mm thick; zinc plated high carbon steel of 18mm dia centre shaft, inner / outer arms with 2 nos. of self lubricating twin sealed approved bearings with all necessary accessories including 2mm thick clear FRP venturi dome (base plate) to suit existing roofing sheets' profile, sealing joints, removing and refixing of existing roof sheets and disposing of debris generated within the refinery premises, all labor, tools supervision, safety permits, safety precaution all complete for all levels, as specified and directed.
2
-
6522.2
Renewing glass panes, with glazing clips and special metals ash putty of approved make, and metal beading with screws (Cost of aluminium beading shall be paid separate under relevant items of work) wherever necessary including removal of damaged old glass panes if required, racking out old putty and disposal of unserviceable materials within Refinery premises as directed by Engineer-in-Charge using wired glass panes of thickness 6 mm.
10
-
2693.96
Refractory works
-
-
-
Renewal of Castable refractory lining of any other equipment within refinery premises damages as marked by inspection / in Inspection work list, including removal of existing lining carefully using electric pneumatic chippers, transportation of required materials from owners storage point to site of work, mixing & laying of Castable refractory by pan mixer and needle vibrator with necessary shuttering and tools & tackles, as per codes / specifications / inspection procedures / scope of work and work details. Cost includes all consumables, labor mobilization & de-mobilization of resources to complete the job in all respects, returning of unused materials to owners storage point and transporting, disposal of the generated debris / scrap material in the designated place within the refinery premises as directed by Engineer-in-Charge - For Castable refractory replacement of thickness upto 150 mm.
6
-
6366.24
Renewal of Castable refractory lining of any other equipment within refinery premises damages as marked by inspection / in Inspection work list, including removal of existing lining carefully using electric pneumatic chippers, transportation of required materials from owners storage point to site of work, mixing & laying of Castable refractory by pan mixer and needle vibrator with necessary shuttering and tools & tackles, as per codes / specifications / inspection procedures / scope of work and work details. Cost includes all consumables, labor mobilization & de-mobilization of resources to complete the job in all respects, returning of unused materials to owners storage point and transporting, disposal of the generated debris / scrap material in the designated place within the refinery premises as directed by Engineer-in-Charge - Refractory replacement job in floor area. Insulating castables upto 175mm thick followed by 75mm thick refractory fire brick
6
-
5884.16
Plumbing works
-
-
-
Dismantling pipe lines of upto 6 inch dia including GI, PVC, CPVC, Cast iron, stone ware etc. including of all tools and tackles and disposal to scrap yard
100
-
40.9
Supply and Laying galvanized iron pipes and fittings including supply of Teflon tape, white lead, treads, rubber / asbestos gaskets, nylon washers, etc. cutting the pipes to required lengths, making threads, including laying of pipes on sleeper, walls, erecting piping on columns, etc. for pump station, overhead tanks, etc. including joining the pipes and fittings with threaded connections, return of unused / scrap / unserviceable materials to owner's store and material reconciliation etc. complete as per specifications, drawings and instructions of Engineer-in-Charge - Pipes of dia 1/2"
10
-
317.87
Supply and Laying galvanized iron pipes and fittings including supply of Teflon tape, white lead, treads, rubber / asbestos gaskets, nylon washers, etc. cutting the pipes to required lengths, making threads, including laying of pipes on sleeper, walls, erecting piping on columns, etc. for pump station, overhead tanks, etc. including joining the pipes and fittings with threaded connections, hydrostatic testing of the piping, return of unused / scrap / unserviceable materials to owner's store and material reconciliation etc. complete as per specifications, drawings and instructions of Engineer-in-Charge - Pipes of dia 3/4"
10
-
394.16
Same as Item-1630 above, but for Pipes of dia 1"
10
-
578.53
Same as Item-1630 above, but for Pipes of dia 1 1/4"
10
-
726.87
Same as Item-1630 above, but for Pipes of dia 1 1/2"
10
-
849.78
Same as Item-1630 above, but for Pipes of dia 2"
10
-
1171.9
Same as Item-1630 above, but for Pipes of dia 3"
10
-
1833.08
Same as Item-1630 above, but for Pipes of dia 4"
10
-
2604.45
Same as Item-1630 above, but for Pipes of dia 6"
10
-
3943.76
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes - Class 1 (Internal - Exposed on wall), having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fi ttings including fixing the pipe with clamps at 1.00m spacing for non-embedded works. This includes jointing of pipes & fittings with on step CPVC solvent cement and testing of joints, scaffolding complete as per direction of Engineer-in-charge for pipes of 1/2" dia - Dismantling and disposal of existing to be carried out if required
10
-
156.82
Same as Item-1710 above, but for Pipes of dia 3/4"
10
-
235.23
Same as Item-1710 above, but for Pipes of dia 1"
10
-
366.62
Same as Item-1710 above, but for Pipes of dia 1 1/4"
10
-
588.07
Same as Item-1710 above, but for Pipes of dia 1 1/2"
10
-
807.4
Same as Item-1710 above, but for Pipes of dia 2"
10
-
1343.55
Providing and fixing on wall face unplasticised rigid PVC - Sch. 40 rain water pipes/ water line pipes conforming to IS: 13592 type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion (single socketed pipes) with necessary fittings / accessories etc. complete. Rate inclusive of scaffolding, Dismantling and disposal of existing to designated place/scrap yard (PVC / Cast iron) to be carried out as directed if required - For pipes of 1/2" dia
10
-
138.81
Same as Item-1770 above, but for Pipes of dia 3/4"
10
-
189.67
Same as Item-1770 above, but for Pipes of dia 1"
10
-
280.79
Same as Item-1770 above, but for Pipes of dia 1 1/4"
10
-
376.15
Same as Item-1770 above, but for Pipes of dia 1 1/2"
10
-
443.96
Same as Item-1770 above, but for Pipes of dia 2"
10
-
611.38
Same as Item-1770 above, but for Pipes of dia 3"
10
-
1237.57
Same as Item-1770 above, but for Pipes of dia 4"
10
-
1756.79
Same as Item-1770 above, but for Pipes of dia 6"
10
-
3082.32
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Dismantling of existing tank and disposal to designated place within refinery premises to be carried out as directed by EIC if required
500
-
9.66
Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete.
10
-
1504
Providing and fixing booster pump of 0.5 HP capacity (Suguna/Besten/Texmo/CRI etc.) inclusive of necessary fixtures and labor charges
2
-
4664
Providing and fixing booster pump of 1.0 HP capacity (Suguna/Besten/Texmo/CRI etc.) inclusive of necessary fixtures and labor charges
2
-
7251
Providing and fixing P.V.C. waste flexible pipe 32 mm dia for sink or wash basin including P.V.C. waste fittings complete.
13
-
85
Providing and Fixing 15mm dia connector hose of 600 mm long including cost of labors, fittings, fixtures, tools, tackles etc complete.
13
-
204
Providing and fixing 20 mm float valve with reducer if required of approved make
10
-
889
Proving and fixing white vitreous china wash basin of size 580x430x200 mm of make Johnson (model no. P0515PW) / hindware / parryware along with all clamps for fixing.
2
-
2870
Providing and fixing of Stainless steel sink of inner dimensions not less than 460 x 460 x 230 mm with necessary fittings / accessories etc.
2
-
2612.5
Providing and fixing white urinal basin of make Johnson(model no P0519PW) / hindware / jaguar of size 380 x 420 x 600 mm along with clamps.
2
-
6174
Providing and fixing white vitreous china pedestal type water Closet (European type / wash down type) water closet pan of Dimensions 561x360x412 mm / 481x363x405 mm make Johnson (model No. G0147PW / G0146PW) / hindware / parryware along with necessary trap, seat cover.
2
-
7112
Providing and fixing white vitreous china pedestal type water Closet (Indian type) water closet pan of Dimensions 490 x 390 x 185 mm make Johnson (model No. P0442PW) / hindware / parryware along with necessary trap, fittings, etc.
2
-
2996
Supply and fixing of Manual Soap oil dispenser of capacity 500 ml in ABS Plastic of make Diversey/Kimberley Clark.
5
-
2510
Supply and fixing of Manual Soap oil dispenser of capacity 500 ml in stainless steel.
5
-
688
Supply and fixing brass health faucet coated with SS finish of make Johnson (model No. S0030C) hindware / ess ess along with necessary fittings, hose and labor
5
-
1050
Providing and fixing Shower Rose 200 mm dia (S1731C) of make Johnson or approved equivalent
2
-
2500
Supply and fixing of bib cock Johnson (model No. T2405C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
5
-
1350
Supply and fixing of concealed stop cock Johnson (model No. T2413C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
10
-
1500
Supply and fixing of Pillar cock Johnson (model No. T2401C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
5
-
1350
Supply and fixing of Angle cock Johnson (model No. T2110C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
13
-
543.75
Supply and fixing of waste hose coupling for wash basins, sinks and urinals
5
-
493.75
Supply and fixing of Flush tank - 10 litre Capacity of make Johnson (model No. P2827PW) / parryware along with necessary fittings and labor
10
-
1487.5
Supply and fixing of EWC seat cover of make Johnson (model No. G0125PW) / parryware along with necessary fittings and labor
10
-
1950
Providing and fixing Urinal partition of Lacquered Etching Glass of thickness not less than 12mm thick along with necessary fittings design approved by EIC
10
-
2421
Proving and fixing Towel Ring of make Johnson (model no. T0251C) / hindware / jaguar along with necessary fittings
10
-
1080
Supply and fixing of towel rod in SS 304 of make Johnson (model no. T0250C) or equivalent as per EIC
10
-
1440
Supply and fixing of Corner Glass Shelf (with Bracket) of make Jaguar (model no. ACN-1173) / ESS / Johnson / Hindware or equivalent as per EIC
10
-
1320
Providing and fixing Tissue Paper Holder of make Johnson (T1354C) or approved equivalent
10
-
1135
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 15mm nominal bore
4
-
1062
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 20mm nominal bore
4
-
1576
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 25mm nominal bore
4
-
2036
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 32mm nominal bore
4
-
2776
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 40mm nominal bore
4
-
4057
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 50mm nominal bore
4
-
5535
Providing and fixing false flooring using 35mm thick x 600mm x 600mm Steel encapsulated cementations core of wt 12.5 kg with design UDL of 1350 kg / m2 or more with substructure of 100 x 100 x 2mm thick galvanized base plate Pedestals of 100x100x2mm thick galvanized base plate die pressed orbitally riveted to 25mm OD 2.20 mm thick G.I. zinc coated pipe to engage, the pedestal head assembly consisting of 75mmx75mmx3.5mm, mechanically locked to corresponding threaded stud 16mm dia OD which is designed to engage the pedestal base assembly, the assembly shall provide a range of a height adjustment up to 50mm with the help of two check nuts. The pedestal shall withstand Axial Load of 2200kg. The sub structure assembly shall be suitably anchored to the floor with manufacturer recommended Anchor Fasteners or Epoxy Resin to achieve a Finished Floor Height of 450mm.
3
-
4321.99
Providing & fixing 6mm thick UV stabilized multi wall poly carbonate sheet roofing with self drilling fastener, EPDM washer, necessary end cap, sealing tape, H-bar, gaskets and breather tape, welding of cleats over the existing structural frames (Plates will be supplied by CPCL) for fixing of sheets etc. and sealing joints with compatible silicone sealant etc. including making drill holes / cut opens, scaffolding if required complete but excluding the cost of purlins, rafters, trusses aluminium L angles etc. The sheets shall be opaque or translucent, clear or pigmented as specified.
3
-
947.21
Hiring of Earth moving and other Machnineries
-
-
-
Hiring of machineries on demand basis. The quoted rate is inclusive of charges towards mobilization if any, hire charges, consumables fuel / oils / lubricants, operator crew's costs, supervision, overhead & profit, safety permits, safety precaution etc. complete.
-
-
-
For Tipper lorry of capacity 8-10 Cum
15
-
5175
For supply of potable water in tanker of 24 KL capacity
13
-
10350
For Tractor with trolley
175
-
2070
For Tractor mounted pneumatic breaker with operator and one semiskilled manpower assistance
75
-
5980
For Dozer D-80-A 12 or equivalent
13
-
9660
For continuous tracked tractor Hydralic Excavator (3D) with attachments such as a breaker, a grapple or an auger.
13
-
9200
For wheeled Hydralic Excavator (3D) with attachments backfill (or dozer) blade (11 to 18 tonnes).
13
-
8625
For wheeled Hydralic Excavator (3D) with concrete breaker attachment (11 to 18 tonnes).
13
-
13800
For mini excavator / Bobcat
10
-
4600
Supply of gully sucker trucks on hire basis with inbuilt vacuum suction using super suction machine and tanker of minimum 6 KL capacity with necessary suction / delivery hoses of sufficient lengths (upto 200 m) and personnel's of 2 (two) nos. in addition to a driver and cleaner to handle the floating oil/other material as instructed by EIC. The quoted rate is inclusive of charges towards fuel/oils/lubricants, operator crew's costs, mobilization etc. complete.
75
-
9200
Oil Sludge/Spill Handling works
-
-
-
Removal of oil /asphalt spillage from paved area within plant area by sprinkling fine aggregate (M sand) on the area of oil spill, removing and disposing the oily earth to sludge lagoon/bio-remediation pit situated in ETP-II. Further, hot water shall be used for spillage removal and final cleaning wherever required. The hot water mixed with oil, muck etc. shall be routed to the nearest industrial oil water sewage manhole. , Rate includes the cost of labour, tools, tackles, cost of fine aggregate (M sand),etc. all complete.
1000
-
60.99
Removal of oil /asphalt spillage from paved area by sprinkling fine aggregate (M sand) on the area of oil spill, removing and disposing the oily earth to sludge lagoon/bio-remediation pit situated in ETP-II, including the labour, tools, tackles,cost of fine aggregate (M sand) ,etc. all complete.
500
-
51.85
"Removing spillages such as bitumen / asphalt / wax / Lube oil/sludge etc. manually from storage tank farms, pump houses, filling, handling areas and/or from the storm water drains/culverts, roads and/or from any other locations as directed, from time to time by scrapping, de-canding using spade and other tools, collecting the scrapped stuff in open drums of 200 litres capacity (i.e. 90% fill without spillage) stack the drums filled with collected stuff on the sides of roads, outside the tankfarms or any other suitable nearby site of work as directed by Engineer-in-charge (Empty oil drums will be supplied by CPCL from stores / WH / available at various places. The contractor has to make its own arrangement for shifting from issue location to site of work and cut open the top lid of drums) including all labour, tools & tackles, etc. Unit of measurement shall be per drum. "
1000
-
182.96
Collecting of drums filled with oily sludge / asphalt muck / debris etc., from Refinery - I, II, III, offsites, Co-Gen and R&D locations of Refinery premises, intercarting and neatly stacking the drums at Asphalt/FO reclaimer units at OM&S-I/II area including all types of tools & tackles, labour, etc., removal of oil spills during carting by spreading sand, scraping the area all as directed by Engineer-in-Charge. Unit of measurement shall be per drum.
2500
-
65.05
Collecting of drums filled with oily sludge / asphalt muck / debris etc., from Refinery - I, II, III, offsites, Co-Gen and R&D locations of Refinery premises and intercarting through south gate and neatly stacking the drums etc.at ETP/MTF area within the Refinery premises, including all types of tools & tackles, labour, etc., removal of oil spills during carting by spreading sand, scraping the area all as directed by Engineer-in-Charge. Unit of measurement shall be per drum.
1500
-
105.71
Collecting of drums filled with oily sludge / asphalt muck / debris etc., from ETP II/TTP/MTF locations of Refinery premises, intercarting and neatly stacking the drums at sludge pits at ETP/MTF area within the Refinery premises, including all types of tools & tackles, labour, etc., removal of oil spills during carting by spreading sand, scraping the area all as directed by Engineer-in-Charge. Unit of measurement shall be per drum.
500
-
44.72
Excess amount over items # 2300, 2310 & 2320 for emptying the content of the drums into the recalimer or sludge pits and neatly stacking the empty drums as directed. Unit of measurement shall be per drum.
4500
-
8.13
"Removing oil sludge / muck /oil mixed earth in tank farms and other surrounding areas by surface excavation not exceeding 30cm in depth and any mechanized removal of floating oil/spilled asphalt/lube oil/oil sludge/muck at any loaction as directed by EIC and disposal of the same in sludge pits / bio-remediation sites at ETP-II area/Amullaivoyal area; with all lifts and maximum radial lead of 7 km complete including all loading, unloading, transportation and removing oil spillage during transporting by spreading M sand, scraping the area all as directed with all labour, tools, tackles, transport supervision, safety permits, safety precaution etc. as per direction of the Engineer-in-Charge. (8.7% of volume will be deducted towards voids)"
1000
-
487.88
Acid Proof Lining works
-
-
-
Providing and laying anticorosive solvent free Araldite or approved Epoxy Screed 5mm thick consisting of Araldite 257, 100 parts by wt. and hardner 140, 50 parts by wt. plus necessary quartz sand over a primed surface with primer coat with Araldite GY 257 and Hardner 140 in the same ratio. two top coats over epoxy screed with Araldite 257 and Hardner 140 in the ratio of 100:50 parts complete as per Manufacturers' specifcation including preparation of surface to receive the treatment.
25
-
2323.19
Supplying and laying acid resistant tile lining using 230 x 115 x 38 mm thick A.R. Tiles confirming to (IS : 4860 class -II) bedded in Potassium Silicate cement mortar (IS : 4832 Part -I) 6 mm thick, joints will be racked and filled with phenolic resin (IS : 4832 Part -II) to full depth of tile, including an under layer of 10 mm thick bitumen mastic membrane over a coat of bitumen primer and chemical treatment by acid etching of the defect free concrete surface etc., as per EIL standard specification 6-65-0062 complete.
25
-
3871.98
Providing acid / alkali proof lining with bitumen mastic of 20mm thick on cement plaster surfaces / masonry / RCC surfaces including supply of all materials, application, finishing, testing etc., as per EIL standard specification 6-65-0061 complete. and direction of Engineer-in-charge
25
-
1742.4
Dismantling of wornout acid /alkaline proof tile lining / bitumastic works including disposal of unserviceable materials at designated place within the Refinery premises as directed with a maximum lead of 2 km including all labour, tools, etc. complete.
25
-
290.4
Road Work
-
-
-
"Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications."
300
-
555
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
500
-
187
WET MIX MACADAM: Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
250
-
2648
Providing and laying to required camber GRANULAR BASE WET MIX MACADAM ,comprising of coarse aggregate 53 mm & down size as per specification including preparation of mix in approved mixing plant with controlledaddition of water ,spreading with paver finisher or motor grader &rolling with 10 MT roller(vibro roller) in layer of compacted thickness150mm as directed by Engineer in Charge.
75
-
2800
Structural works
-
-
-
"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."
5
-
4439
Supplying, transporting, storing, fabricating & erecting in position bolted and / or welded STRUCTURAL STEEL WORKS like angles ,channels, beams, plates, pipes, tubes 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 , 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 50 micron DFT(b) Two coats of Epoxy primer paint 50 micron DFT each(c) Two coats of Anti Rust epoxy top coat paint 75 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 manual cleaning prior to erection as per specifications & as directed by Engineer-in-charge. Supply of all materials in contractor's scope.
1
-
116017
SUPPLYING, TRANSPORTING, FABRICATING, ERECTING AND FIXING IN POSITION as per the specifications, ELECTROFORGED HOT DIP GALVANISED GRATINGS (GI coating weight shall be 305gm/Sqm as per IS 4759) of the approved design and pattern and erecting & fixing of fabricated steel work on operating floors, platforms, stair landings & treads,drain cover etc., at various levels including supply of all GI fixtures like edge plates for treads ,clips, studs, bolts, welding if required and nosing for the treads and etc., complete, as per drawings, specifications & as directed by Engineer-in-Charge.
1.5
-
120010.28
Supplying Galvanised MS CHEQUERED PLATE,transporting ,cleaning & fabricating & fixing on floors as cable trench covers including grinding edges & supplying all bolts,nuts ,washers etc. complete .The Galvanised MS Chequered plate(6mm to 10mm thick) to be fixed to the supporting beam with help of 12mm dia. counter sunk bolts at 400mmc/c including necessary modifications for supporting structure,drilling holes in plates and supporting structures etc. all complete as per drawings ,specifications and directions of Engineer in Charge.
0.5
-
116720.63
Supplying, fabricating, erecting STAINLESS STEEL WORKS including gratings (SS Grade 304 ) to required profile and size as filter in drain with necessary fittings including straightening if required, cutting, bending, welding, grouting , cleaning, surface preparation as per specifications etc. all completed as specified and directed by Engineer-in-Charge.
50
-
563.07
"Supplying,handling,transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS MS bolts of grade 5.8 or more,Galvanised with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors,roofs ,beams( sides and bottom), walls,columns etc. according to manufacturer's specifications including all accessories like nuts ,washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed by Engineer-in-Charge"
10
-
420.19
Same as Item-2510 above, but for 16mm dia.
10
-
504.24
Same as Item-2510 above, but for 20mm dia.
10
-
672.32
Same as Item-2510 above, but for 24mm dia.
5
-
1260.58
"Supplying,handling,transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of MS threaded rod of grade 5.8 ,Galvanised with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia at specified positions on concrete floors,roofs ,beams( sides and bottom), walls,columns etc. according to manufacturer's specifications including all accessories like nuts ,washers etc. of required size,testing ,necessary scaffolding,drilling of the holes in concrete surface with electric drill,cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed by Engineer-in-Charge."
10
-
840.39
Same as Item-2550 above, but for 16mm dia.
10
-
1008.47
Same as Item-2550 above, but for 20mm dia.
10
-
1344.62
Same as Item-2550 above, but for 24mm dia.
10
-
2100.97
Fabricating & erecting in position bolted and / or welded STRUCTURAL STEEL WORKS like angles ,channels, beams, plates, pipes, tubes 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 , 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 50 micron DFT(b) Two coats of Epoxy primer paint 50 micron DFT each(c) Two coats of Anti Rust epoxy top coat paint 75 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 manual cleaning prior to erection as per specifications & as directed by Engineer-in-charge. CPCL will supply Structural steel members like angle, channel, beam, plate, tubes, etc at free of cost at CPCL stores and contractor has to arrange for collection & transportation of the same to site. Supply of all other materials except structural steel members in contractor's scope.
3
-
55590
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 safetyprecautions 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, labour for loading
25
-
6300
Supply of FRONT CABIN HYDRA of minimum capacity 12-T on hirebasis on all working days from Monday to Saturday on 8 hrs.shift,inclusive of driver,one assistant,all consumables like diesel etc.,withall safety precautions within CPCL Refinery premises.The quoted rateshould include mobilization, operator crew's/driver /assistant cost,loading, transporting, unloading, labour, tools, tackles etc. completeas directed by Engineer-in-Charge.
25
-
10500
Transporting and disposing the earth, construction debris, building rubish and other refuse materials such as waste insulation, papers, plastics and garden / tree waste, etc., (excluding metal scrap and electrical / instrument cable materials) to be removed from Refinery premises including ETP, MTF and TTP area after segregation of steel scrap, electrical / instrument cable and other serviceable materials, etc. to the designated area (Amullaivoyal/ Vaikkadu Village) outside the refinery premises upto a lead of 7.00km, including re-excavating the deposited soil excavated earlier & stacked, 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 using mechanical means (Hydraulic Excavators/trucks) / Manually as directed by Engineer in Charge. (Note: The payment shall be made on quantities, measured on truck basis with 30% deductions for voids)
1000
-
242.55
Clearing jungle including uprooting of vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level, collecting all removed vegetation etc. bundling into heaps and disposal at designated locations inside the Refinery premises as directed by EIC with contractor's own transport, all tools, tackles, labour etc. all complete as directed by the Engineer-in-Charge.
2500
-
14
Felling of trees including cutting of trunks and branches, removing the roots and disposal of unserviceable material outside the refinery premises with all leads and lifts.
-
-
-
Same as #2750 for Girth 60 cm @ 1m above GL
150
-
409
Same as #2750 for 60cm Girth 120 cm @ 1 m above GL
50
-
1826
Same as #2750 for 120cm Girth 240 cm @ 1 m above GL
5
-
8478
Same as #2750 for Girth 240 cm @ 1 m above GL
5
-
16980
Providing and laying 50 mm thick Bitumen Premix Carpet with 80/100bitumen of grade VG-30 including mixing stone chips,grit ,laying toproper grade and camber in layers with 35 mm thick first layerconsisting of 25 mm and down size aggregate and 15 mm thick second layerwith 12 mm and down size aggregate,including the preparation of surface,rolling premix carpet with 8 to 10 ton road roller,providing androlling seal coat of 6mm thick to proper grade and camber,spreading sandor stone dust over finished surfaces including brushing and clearing WBMsurface etc.,all complete as per specifications and directions ofEngineer-in-Charge.
500
-
357.5
Providing and applying tack coat using hot straight run bitumen of gradeVG-10, the bitumen withmechanically operated spray unit fitted on bitumen boiler, cleaning andpreparing the existing road surface as per specifications onbituminous surface @ 0.50 kg / sqm
500
-
22
ARC Civil Works Zone II- IInd YR
-
-
-
Notes: 1 ) The bidder shall note that he may be asked to execute the works detailed below anywhere within the refinery premises wherever requirement arises, irrespective of his Zone of work for which no additional/extra payment may be entertained. 2) Bidder shall provide and use Ordinary Portland Cement - Grade 53 confirming to IS 269:2015 for all concrete or cement mortar involved items of work and Reinforcement steel - Grade Fe500D confirming to IS 1786:2008 for concrete reinforcement items of work mentioned in SOR. Cost of Cement and Reinforcement steel is included in Contractor's scope, unless otherwise specifically mentioned. 3) Bidder shall make note of above points and shall quote accordingly.
-
-
-
Civil Works
-
-
-
EARTHWORK IN EXCAVATION in all types of soil , including soft or hard murrum, but excluding soft and hard rock, using mechanical means(Hydraulic Excavators) / Manually for depth upto 1.5m,including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated/sub-soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric underground cables, etc. all complete as per the specifications and directions of Engineer-in-Charge.
750
-
506.1
Same as item #30 but for depths beyond 1.5m upto 3.0m
50
-
609
Same as item #30 but for depths beyond 3 m upto 4.5 m
20
-
711.9
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 byEngineer in Charge.
5
-
577.5
Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish to designated place within refinery premises.
4000
-
28.35
"Area Cleaning works: Scope of work includes removing earth, debris, non metal scraps, uprooting vegetation / shrubs upto 30 cm girth etc., from underneath the piperacks, along the roads, drains and tankfarms, thorough cleaning, brooming of paved/lined areas and transporting, disposal of generated earth, debris, non metal scraps, vegetation/shrubs, etc., at designated places within the refinery premises as directed by the Engineer-in-Charge including all labour, transportation, tools & tackles, etc., all complete. (Note: The payment shall be made on quantities, measured on stack/ truck basis with 30% deductions for voids)"
1500
-
1065.75
Back filling the available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m.
375
-
248.85
Providing and filling fine aggregate (M-sand) of approved quality in floor, foundation etc. in layer of 15 cm thickness including, watering, ramming, consolidating etc. complete.
50
-
3249.75
Dewatering - with Contractor's own pump:The job involves pumping out of water including dewatering oily trenches, pits etc. by contractor's own pump as per the direction of the Engineer-in-charge.The job also includes supplying of all types of pumps, tools & tackles,hoses, fuel, all consumables and labour to complete the job in allrespects as per EIC instructions (for maximum of 8 Hrs per shift).
-
-
-
Hire charges for 2 HP Kerosene driven dewatering pump with allaccessories including hoses along with one operator
24
-
224.2
Hire charges for 5 HP Diesel driven dewatering pump with all accessories including hoses along with one operator
24
-
540.84
Hire charges for 10 HP Diesel driven dewatering pump with allaccessories including hoses along with one operator
12
-
709.25
Hire charges for 10 HP Submersible pump (Electrical Motor driven) withall accessories including hoses along with one operator
12
-
652.05
Providing and bunding with fine aggregate (M sand) filled bags containing net quantity of minimum 0.5 cft of fine aggregate (M sand) for maintaining and diverting the flow of water etc. includes supply and filling of fine aggregate (M sand), stitching of the bags, carting to site of work to any distance, keeping in position as directed, plugging holes and paddling etc., with all labor, materials, tools plants including the cost of fine aggregate (M sand) and empty gunny/polythene bags, etc, complete. and inclusive of removal after completion of work.
500
-
95.55
Providing and bunding with available earth / fine aggregate (M sand) filled bags containing net quantity of minimum 0.5 cft of earth / fine aggregate (M sand) for maintaining and diverting the flow of water etc. includes filling of fine aggregate (M sand), stitching of the bags, carting to site of work to any distance, keeping in position as directed, plugging holes and paddling etc., with all labor, materials, tools plants and empty gunny/polythene bags, etc, complete. and inclusive of removal after completion of work.
250
-
55.65
Demolishing plain cement concrete in foundation/super structure including disposal of unserviceable material to the designated place within the Refinery premises as directed including all labor, tools, etc. complete.
30
-
2208.15
Demolishing of brick work of any mortar in foundations or at super structures including disposal of unserviceable materials to the designated place within the Refinery premises as directed and including breaking into pieces, all labor, tools, etc. complete.
20
-
1906.8
Demolishing rubble or coursed rubble masonry in lime or cement mortar in foundations or at super structures and disposal of the same to designated place within the Refinery premises as directed by the EIC
2
-
2228.1
Breaking of Bituminous road including bituminous carpet, metal base, soling etc. including removing debris to the designated place within the Refinery premises as per instruction of engineer in charge
13
-
1394.4
Dismantling RCC work by (taking all necessary safety precautions) manually/ by mechanical means for all depth and height, below and above plinth level including supply of tools & tackles, necessary sc affolding, propping, cutting reinforcement bars, breaking into pieces, all labor, etc., cleaning and disposal of unserviceable material to the designated place and returning the scrap reinforcements to scrap yard within the Refinery premises as per instruction of engineer in charge, all complete.
25
-
4286.1
Chipping of unsound / weak concrete material from slabs, beams, columns, floors etc., with standard power driven percussion type of pneumatic chisel of standard make as directed by Engineer- in- charge tapering all edges, making square shoulders of cavities, removing concrete all round reinforcement including from behind the reinforcing bars to give an average 50mm , cleaning reinforcement of total rust including from behind the reinforcing bars to give it a totally rust free finished steel surface etc. complete and disposal of debris to designated place within the refinery premises and all lifts.
200
-
214.2
Cleaning of open areas- paved and unpaved areas, roads, brooming, removal of other unwanted left over materials and disposal of rubbish within refinery premises as directed by Engineer-in-charge including labors, broom trolley and other consumables etc. complete.
10000
-
5.25
Cleaning and desilting of drains, side slopes in or under water or above water level including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material as per scope of works and disposal of the same at places within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed by Engineer-in-charge - For cross-section of open drain/ canal Upto 0.5 sqm
2000
-
38.33
Cleaning and desilting of drains, side slopes in or under water or above water level including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material as per scope of works and disposal of the same at places within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed by Engineer-in-charge - For cross-section of open drain/ canal Above 0.5 sqm and upto 1 sqm
2500
-
53.66
Cleaning and desilting of drains, side slopes in or under water or above water level including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material as per scope of works and disposal of the same at places within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed by Engineer-in-charge (Mechanized Cleaning) - For cross-section of open drain/ canal Above 1 sqm
500
-
642.6
Cleaning and desilting of sand traps and 3 way valve-pit in cone roof tank farms as per list enclosed, including cleaning the surrounding area of 1mtr wide and ensureing free flow of underground line linking nearby OWS system and the sand trap; removal of grass, bushes, vegetation, debris, sludge, floating oil / asphalt / wax if any and any other unwanted material as per scope of works and disposal of the same at places as directed by Engineer-in-Charge within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.
25
-
960.5
Cleaning of manholes, desilting and flushing of industrial CRWS catch basins / Gully trap chambers of different sizes, removal of sludge and disposal of the same at designated place within the Refinery premises, as directed by the Engineer-in-charge all labor including removing and refixing the cover slabs in position, transportation of required machinery tools, plants etc. complete.
5
-
1191.01
Cleaning , desilting and flushing of unit drainage OWS manholes / combined valve pits / sand traps removal of sludge and disposal of the same at designated places within the Refinery premises , as directed by the Engineer-in-charge.
5
-
2282.77
Transporting and disposing the SURPLUS EARTH/DEBRIS generated after backfilling from construction activities, loading, unloading, as directed to designated place within refinery premises.
750
-
230.36
Supply of UNSKILLED CLASS LABOUR to carry out petty works not assessable for measurements/minor repair works, on day-to-day basis during the CPCL general shift hours (0730 - 1600 hours) on all regular working days from Monday to Saturday. The rates shall include ESI, PF, payroll cost and allowances, fringe benefits, overhead supervision, profits and hand tools. Payment for part of the day will be made on prorata basis.
320
-
845.25
Same as Sl. No. 320 above but for working beyond the normal working hours specified above on regular working days from Monday to Saturday, working on Sundays, CPCL Holidays. The rate to be quoted per hour basis per manpower.
150
-
173.25
Same as Sl. No. 320 above,but for supply of SEMI SKILLED LABOUR (Like STONE CUTTER, OFFICE ASSISTANT, )
40
-
928.2
Same as Sl. No. 330 above but for working beyond the normal working hours specified above on regular working days from Monday to Saturday, working on Sundays, CPCL Holidays. The rate to be quoted per hour basis per manpower.
150
-
191.1
Same as Sl. No. 320 above,but for supply of HIGHY SKILLED LABOUR (Like MASON, CARPENTER, PLUMBER)
150
-
1066.8
Same as Sl. No. 360 above but for working beyond the normal working hours specified above on regular working days from Monday to Saturday, working on Sundays, CPCL Holidays. The rate to be quoted per hour basis per manpower.
150
-
221.55
Providing and fixing form work including centering, shuttering and strutting and propping so as to give a rough finish for in-situ Reinforced cement concrete and/or plain cement concrete work in foundation and plinth like footing, raft, basis of column, pipe supports, equipment foundations, mass concrete etc. for all depths including removal of shuttering after the specified period is over and as directed by the engineer in charge. Complete with all materials labors consumable etc. (form work shall be supplied by the contractor and shall remain the property of the contractor)
200
-
444.15
Providing fixing form work including centering, shuttering and strutting and propping in super structure upto staging of 4.5m wide so as to give a fair finish of R.F cement concrete work in column, beams, walls slabs, staircases,(Steps, waist slabs, landing etc.) lintel, sun shades, canopies, cantilevers etc. for all heights including removal of the shuttering after the specified period is over and as directed by the engineer in charge complete with all materials, labor consumable etc. (Form work shall be supplied by the contractor and shall remain the property of the contractor)
75
-
667.8
Placing in position MS reinforcement (plain round bars) and/or Tor steel for RCC work including transporting the steel to site of work, straightening, cleaning & removing oil grease if any, cutting, bending to required shapes & lengths as per details, binding with contractor's own 16 SWG black soft annealed binding wire at every inter-section, supplying & placing with proper cover blocks, supports, chairs, overlaps, welding, spacers fan hooks etc. for all heights & depths etc. all complete as directed.
20
-
76987.05
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.
400
-
594.3
Providing & filling in joints BITUMASTIC SEALING COMPOUND 12 mm width x 25 mm depth of approved make conforming to IS:1834 : 1984 Grade A including one coat of primer as per manufacturer’s specifications, drawings & as directed by Engineer-in-Charge.
500
-
193.55
Providing and laying plain cement concrete 1:4:8 (1 part of cement, 4 part of fine aggregate (M sand) and 8 part of stone aggregate 40 mm nominal size) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete ) as per direction of engineer in charge but excluding cost of form work
20
-
7120.05
Providing and laying plain cement concrete 1:2:4 (1 part of cement : 2 part of fine aggregate (M sand) and 4 part of stone aggregate 20mm nominal size) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete as per direction of engineer in charge but excluding cost of form work
10
-
8506.05
Providing and laying reinforced cement concrete work 1:1.5:3 (1 cement, 1.5 fine aggregate (M sand), 3 stone aggregate 20mm nominal size) in foundation and plinth including machine mixing, curing, consolidating with vibrator etc. complete as per instruction of engineer in charge excluding cost of shuttering and fabrication of reinforcement.
100
-
9714.6
Providing and laying reinforced cement concrete work 1:1.5:3 (1 cement, 1.5 fine aggregate (M sand), 3 stone aggregate 20mm nominal size)for super structure at all levels including machine mixing, curing, consolidating with vibrator etc. complete as per instruction of engineer in charge excluding cost of shuttering and fabrication of reinforcement.
25
-
11479.65
Providing and laying reinforced cement concrete nominal mix of 1:2:4 by volume (1 cement : 2 fine aggregate (M sand) : 4 crushed stone aggregate) using 20mm and down size crushed stone aggregates in flooring and pavements etc., including providing pockets, laying in alternate panels, shuttering edges, vibrating, tamping, curing, finishing the top surface rough/smooth, etc., complete for all depths or heights but excluding cost of fabrication of reinforcement.
40
-
9126.6
Providing and fixing precast slabs beams with RCC 1:1:5:3 (1 cement, 1.5 fine aggregate (M sand), 3 stone aggregate of 20mm nominal size including cleaning, fixing, lifting and placing in position, necessary shuttering, finishing, curing but excluding cost of reinforcement.
38
-
14858.55
Providing and fixing in position GI plate as per design for expansion joints.
5
-
1610.7
Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse M sand for expansion joints.
200
-
90.3
Providing and laying in position ready mixed M-35 grade concrete for reinforced cement concrete work, with minimum cement content as 400 kg/cum 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. Contractor must submit manufacturer's ba tching report along with each batch of concrete. Cost of cement is included in Contractor's scope. - All works in SUBSTRUCTURE upto plinth beam level.
20
-
10995.6
Same as Sl. No. 450 above, but for All works in SUPERSTRUCTURE at all heights above plinth beam level.
5
-
12590.55
Providing and laying BRICK MASONRY IN SUB STRUCTURE with bricks of Class 5.0 in cement mortar 1:4 (1 Cement and 4 fine aggregate (M sand)) for 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
-
8993.25
Providing and laying BRICK MASONRY IN SUPER STRUCTURE with bricks of Class 5.0 in cement mortar 1:4 (1 Cement: 4 fine aggregate (M Sand)) for all heights including the cost of materials, labour, tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, sealing the gap between masonry and soffit of beam/slab, embedding the fittings,curing, etc. all complete as per specifications, and as directed by Engineer-in-Charge.
6
-
10593.45
Providing and laying HALF BRICK MASONRY in cement mortar 1 : 4 (1 Cement : 4 fine aggregate (M Sand)) for all depths and heights including cost of materials, labour, scaffolding, sampling, testing, supplying and placing 2 no. 6 mm dia. dia rebars at every third course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by Engineer-in-Charge. Note:- The cost of Reinforcement shall be paid seperately under relevant items.
40
-
1255.8
Providing and laying RANDOM STONE MASONRY in cement mortar 1 : 6 (1 Cement : 6 fine aggregate (M sand)) in any shape and thickness including the cost of materials, labor, scaffolding / staging, sampling and testing, dressing and wetting of stones , providing recesses, openings, leveling up with cement concrete 1 : 6 : 12 (1 cement : 6 fine aggregate (M sand) : 12 graded stone aggregate 20mm nominal size), embedding the fittings and fixtures, raking out the joints, curing etc. all complete as specified at all depths below plinth level.
1
-
7064.4
Providing and laying RANDOM STONE MASONRY in cement mortar 1:6 (1 Cement : 6 fine aggregate (M sand)) in any shape and thickness including the cost of materials, labor, scaffolding /staging, sampling and testing, dressing and wetting of stones , providing recesses, openings, sealing the gap between masonry and soffit of beam/ slab, embedding the fittings and fixtures, raking out the joints, curing etc. all complete as specified. at all heights above plinth level.
1
-
8678.25
Providing and laying upto 40mm thick average cement concrete flooring 1:2:4 (1 cement : 2 fine aggregate (M sand) : 4 stone aggregate 12.5mm nominal size) suitable panels finished smooth with a floating coat of neat cement smooth or chequered on top in floor landing tread etc. with necessary construction joints curing, chipping and cleaning of surfaces free of oil, necessary hacking of floor etc. complete.
40
-
594.3
Providing and laying below 25mm average thick cement concrete flooring 1:2:4 (1 cement : 2 fine aggregate (M sand) : 4 stone aggregate 12.5mm nominal size graded stone aggregates) in suitable panels finished smooth with a floating coat of neat cement smooth or chequered on top in floor landing tread etc. with necessary construction joints curing, chipping and cleaning of surfaces free of oil, necessary hacking of floor etc. complete.
10
-
371.44
Providing 12mm thick plaster in cement mortar 1:4 (1 Cement :4 fine aggregate) on walls / concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights.
300
-
336
Providing 15mm thick plaster in cement mortar 1:4 (1 Cement :4 fine aggregate) on walls / concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights.
80
-
388.5
Providing 6mm thick plaster in cement mortar 1:3 (1 Cement :3 fine aggregate) on ceilings/concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights.
20
-
274.05
Repair of existing plasters of varying thickness of 12mm to 20mm including cutting the patch in proper shape, raking out joints, preparing and plastering the surface of the walls complete including disposal of rubbish to the designated place within the Refinery premises with cement mortar 1:4 (1 cement : 4 fine aggregate) Rate inclusive of chipping and scaffolding.
50
-
514.5
Encasing rolled steel sections, in beams and columns with cement concrete 1: 1.5: 3 (1 cement: 1.5 fine aggregate (M sand) : 3 graded stone aggregate 12.5mm nominal size) including centering, shuttering and scaffolding complete but excluding cost of reinforcement and cement.
5
-
15684.9
Providing and laying cool roof tiles (as per approved pattern, not less than 8mm thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement ; 4 fine aggregate (M sand)) mixed with 2% integral water proofing compound laid over a bed of 20mm thick cement mortar 1:4(1 cement ; 4 fine aggregate (M sand)) and finished neat & complete with white cement (Supply of white cement is in contractor's scope).
25
-
1046.85
Dismantling precast PCC/RCC footpaths / pavements / dyke lining carefully of slabs and stacking the slabs for reuse, rebuilding the bed to proper slope by ramming and filling fine aggregate (M sand), laying and fixing the retrieved good slabs in position to match the existing floor level, grouting the joints to full depth with CM 1:5 (1 cement : 5 fine aggregate (M sand)), finishing, curing, clearing debris and disposal within the refinery premises, all labor and materials complete. Rate inclusive of shifting of precast slabs within refinery premises.
25
-
410.65
Grouting the joints of precast slabs to full depth with CM 1:5 (1 cement : 5 fine aggregate (M sand)), finishing, curing, clearing debris and disposal within the refinery premises, all labour and materials complete. Rate inclusive of shifting of precast slabs within refinery premises.
5000
-
40.95
Supplying, stacking and spreading of 63 - 45mm size stone aggregate in uniform thickness, hand picking for transformer yard, below HT lines, complete as directed by the Engineer-in-charge for all leads and lifts (payment will be made after deducting voids at 7.5%).
1
-
3075.98
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50mm thick compactedbed of coarse sand , filing in the joints with line sand etc. all complete as per the instructions of Engineer- In-Charge.
300
-
912.45
Taking out existing cement concrete interlocking paver blocks from footpath/ central verge, including clearing debris and disposal within the refinery premises etc., disposal of unserviceable material to the designated place, for which payment shall be made separately and stacking of serviceable material within 100 meter lead as per direction of Engineer-in-Charge.
100
-
123.82
Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, color and pattern over and including 50 mm thick compacted bed of fine aggregate (M sand), filling the joints with fine aggregate (M sand) etc. all complete as per the direction of Engineer-in-charge. (Old Cement Concrete paver blocks shall be supplied by CPCL at free of cost).
25
-
405.3
Providing and laying polished vitrified floor tiles of size 600 x 600 mm and above anti skid type / gloss finish of make Johnson / kajaria / somany / nitco in all colors and shades, laid on 20 mm thick cement mortar 1: 4 ( 1 cement : 4 fine aggregate (M sand)) including grouting the joints with white cement and matching pigments etc., complete. (Supply of white cement is in contractor's scope).
50
-
2229.15
Providing and laying rectified glazed ceramic floor tiles less than 450 x 450 mm or more (thickness to be specified by the manufacturer) of make Johnson / kajaria / somany / nitco in all colors, shades laid on 20 mm thick cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) including pointing the joints with white cement and matching pigments etc. complete. (Supply of white cement is in contractor's scope).
20
-
1681.05
Providing and fixing ceramic glazed / matt finished wall tiles of make Johnson / kajaria / somany / nitco in all colors, shades of size 600 x 450 mm and above as approved by Engineer-in-charge over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 fine aggregate (M sand)) and jointing with grey cement grout including pointing in white cement mixed with pigment of matching shade complete. (Supply of white cement is in contractor's scope).
20
-
1518.3
Providing and fixing granite tiles of shade black galaxy / equivalent of thickness not less than 18 mm approved by EIC over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) and nozing on both sides.
4
-
4161.15
Providing and fixing 20 mm thick cuddappah stone of shade black / equivalent of thickness not less than 20 mm as approved by EIC over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) and nozing on both sides.
2
-
1851.15
Providing and fixing Kota stone of shade approved by EIC of thickness not less than 18 mm over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) and nozing on both sides.
2
-
1982.4
Charges for using cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, using 5 kg adhesive per sqm of tile area, in average 3 mm thickness Instead of 20 mm thick bed mortar inclusive of chipping the existing mosaic or any other floor surface (This rate will be deducted from rates for item with Sl. no. #720, #730, #740)
40
-
-126
Dismantling tile work in floors and roofs laid upto bed mortar of 20mm including disposal to the designated place within the Refinery premises as per instruction of engineer in charge
200
-
92.4
Supply and laying of High Dense Polyethylene (HDPE) sheets of 500 micron thickness below the pavements, tank farm dyke/embankments etc.
2500
-
48.09
Interior Works
-
-
-
"Providing & applying wall painting in exterior surfaces: Scope includes Surface preparation by water jetting and sander. filling of holes / cracks with putty, supply and application of single coat of wall primer (modified acrylic, water-based alkali resistant primer-cum-sealer with silicone additives ) and two coats of exterior emulsion of make Asian or approved equivalent (water based, modified acrylic, exterior with silicon additives) in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor, covering all important structures with sheets and tapes and cleaning of all surrounding areas that got affected during the course of cleaning/painting."
80
-
107.7
"Providing & applying wall painting in interior surfaces: Surface preparation by sander, filling of holes / cracks with putty and primer if required, supply and application of two coats of interior emulsion of make Asian or approved equivalent (water based, modified acrylic, interior with silicon additives) in all heights. Rate includes erection of scaffolding / movable scaffoldings, all tools, materials and labor, covering all important structures with sheets and tapes and cleaning total area after surface preparation, running loose materials, etc."
400
-
69.23
Providing & applying wall primer in interior surfaces: Supply and application of single coat of wall primer of make Asian or approved equivalent for interior surfaces (modified acrylic, water-based alkali resistant primer-cum-sealer with silicone additives ). Rate inclusive erection of scaffolding /movable safety harness like parapet anchorfor all heights/depths, all tools, materials, labour etc.
400
-
28.37
"Providing & applying textured painting in interior / exterior surfaces: Surface preparation by water jetting and sander, and cutting the repair portion into proper geometric shape, supply and application of one coat textured paint of make Asian or approved equivalent (modified acrylic, silica based product) to match the existing textured surface in geometry and design. Rate inclusive erection of scaffolding /movable safety harness like parapet anchorfor all heights/depths, all tools, materials, labour etc."
100
-
199.75
"Providing & applying enamel painting in interior / exterior surfaces: Surface preparation by water jetting and sander, supply and application of single coat of wall primer (modified acrylic, alkali resistant primer-cum-sealer with silicone additives ) and two coats of enamel (gloss enamel). For metal / wooden surface suitable metal primer of zinc base / wood primer has to be used in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc."
100
-
115.4
"Providing & applying wood finish coats: Surface preparation using paper 180 and then using and paper 320 and wipe clean, supply and application of one coat of sealer base coat and two coats of acid curing solvent based 2 pack of wood finish at an interval of about 24 hours. Sand lightly with and Paper 320 between the two coats. Rate inclusive of filler if required in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. "
25
-
692.29
"Providing & applying of Lime Wash: Surface preparation by water jetting and sander, supply and application of two coats of lime wash of approved make as per manufacturer specification in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. "
20
-
46.16
"Providing & applying wall putty: Supply and application of water resistant white cement based putty on interior surface after thorough cleaning as per manufacturer specification of make Birla / JK of maximum thickness 1.5 mm in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. "
20
-
66.02
Providing and injecting chemical emulsion for Post- Constructional Anti-termite treatment using chemical Imidacloprid 30.5% SC at 2.1ml per litre of water covering entire building internal as well as external wall. The quoted rate shall be inclusive of all tools, tackles, labours, chemical/material cost etc complete.
40
-
67.49
Dismantling false ceiling, partition walls including stacking of serviceable materials at designated location and disposal of unserviceable materials to the designated place within the Refinery premises as per instruction of engineer in charge
40
-
47.25
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking the material at a yard within the Refinery premises as per instruction of engineer in charge
40
-
322.58
Providing and laying PVC roll / tile of approved shade, texture of 2mm thickness homogenous, unbaked, flexible, antistatic PVC tiles conforming to BS: 2050, table-2, IS 3461 / 3462 in floor, skirting, fixed over base floor / surface by means of a continuous coating of rubber adhesive (as per manufacturers' specification ) over the base floor / surface including cleaning the finished surface with approved detergent to remove stains etc. all complete. Removal of damaged existing membrane to be carried out if required.
20
-
1315.65
Providing and fixing false ceiling with 12 mm thick plain / semi perforated or with design ceiling tiles of Glass Reinforced Gypsum (GRG Tiles) confirming to JC/T 799 - 1988 (1996) or IS 2095 Part - 3 1996 to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately). Rate inclusive of scaffolding
20
-
1009.05
Providing and fixing false ceiling with 12 mm thick plain / semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS: 3087 finished with a coat of aluminium primer on both sides & edges and two coats of synthetic enamel paint of approved quality on exposed face fixed to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately).
20
-
1287.3
Providing and Fixing false ceiling using pre laminated particle board with decorative lamination on one side and balancing lamination on other side to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer. Rates are inclusive of scaffolding (aluminium frame work shall be paid separately
20
-
1326.15
Providing and Fixing false ceiling using (ACP) - 4 mm thick (0.5 mm thick aluminium sheet on top & bottom sandwiched with 3 mm thick core material confirming to BS 1467 in combination with approved Solid and Metallic color panels Laminated sandwiched composite panel to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer. Rates are inclusive of scaffolding (aluminium frame work shall be paid separately) -
25
-
1996.05
Supplying and fixing in position 35mm thick single or double leaf full paneled wooden shutters of first class country wood, consisting of bottom rail 250mm wide, lock rail 150mm wide and remaining shall be 100mm wide, fixed with panels of 25mm thick wooden plank including with black enameled MS butt hinges with necessary screws, providing two coats of synthetic enamel paint over a coat of primer etc., complete.
2
-
7554.99
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 - 35mm thick including ISI marked stainless steel butt hinges with necessary screws.
4
-
2820.72
Providing and fixing second class teak wooden frame for doors, windows, cupboards, air conditioners, frame work for partition and ceiling or any wooden work with necessary fixtures and fastenings including necessary hold fasts, polishing teak frame or painting frame with transparent paint, applying two coats of Coal Tar preservatives on the sides in contact with wall for fames (and for ceiling frame while surface to be coal tarred) including making necessary grooves, grouting, making good all damages done inclusive of all labor, material etc. complete.
1
-
136480.05
Providing and fixing for flush doors with 3 mm decorative veneering of approved shade/pattern with all labor, materials etc. complete.
4
-
595.52
Providing and fixing window/ventilator/door glass panes with float / pinned glass of thickness 4 mm, fixing with necessary pins and best quality putty or with wooden batten as necessary including removing old damaged glass, disposing of the same as directed all labor and materials etc. complete at all heights. or in wooden/aluminium door, window, ventilator shutters and partitions etc. with PVC / neoprene gasket etc. complete as per the architectural drawing and the directions of engineer-in-charge. (cost of aluminium snap beading shall be paid in basic item):
40
-
1309.35
Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.
20
-
1199.1
Providing and fixing bright finished brass 100mm mortice latch and lock ISI marked with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS:1868) aluminium lever handles with necessary screws etc. complete
20
-
953.4
Providing and fixing Stainless Steel Tower Bolts of grade 304 and size 10" of approved make
4
-
332.85
Providing and fixing Stainless Steel Door Handles of grade 304 of approved design
4
-
265.65
Providing and fixing Stainless Steel Aldrops of grade 304 of approved design
4
-
664.65
Providing and fixing anodized aluminium work (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of 15 micron) for doors, windows, ventilators and partitions/False ceiling framework with extruded built up standard tubular / appropriate Z sections/tee/angle sections and other sections of approved make, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth rust free, straight, mitered 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 and paneling to be paid for separately):For fixed portion, minimum Anodic coating of Grade AC 15 shall be provided
30
-
467.25
Same as Sl. No. 1030 as above, but 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 PVC / neoprene gasket required (Fittings shall be paid for separately)
20
-
577.5
Providing and fixing powder coated aluminium work consisting of tee / angle sections/extruded built up standard tubular/ appropriate Z sections , of approved make conforming in frames of false ceiling/doors ,windows, ventilators and partitions including aluminium angle cleats with necessary C.P brass / stainless steel sunk screws, aluminium perimeter angles fixed to wall with rawl plugs @ 450mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6mm dia with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
10
-
725.55
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade I Type II, in paneling fixed in aluminium 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.
15
-
1090.95
Providing and fixing 6mm dia G.I level adjusting hangers (upto 1200mm length) fixed to roof slabs by means of ceiling cleats made out of G.I flat 40x3mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long complete as per directions of Engineer-in-charge.
10
-
105
Providing and fixing in position first quality non reflective type polyester SUN CONTROL FILM of Garware or equivalent approved make of 25 micron thickness including cleaning the door/ventilator panes,trimming the edges etc. complete as per the instructions ofEngineer-in-Charge.
20
-
577.5
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be molded with fire resistant grade unsaturated polyester resin and chopped mat . Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
4
-
516.6
Providing and fixing to existing door frames 30 mm thick Glass Fibre Reinforced Plastic (FRP) paneled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, molded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.
4
-
3622.66
Supply and fixing of UPVC white color windows with 4mm glass and necessary accessories as per the directions of EIC including necessary labor, tools, tackles etc.
20
-
4814.71
Special works
-
-
-
PROVIDING, ERECTION & DISMNATLING OF SCAFFOLDING FOR ALL HEIGHTS: Job involves erection of scaffolding at the required locations using 1-1/2 inch dia steel tubular pipes with suitable clamping arrangement ,providing steel gratings, access staircase system at required locations firmly tied on to the scaffolding pipes, removal of the steel gratings & scaffolding materials on completion of the job. The job shall be carried-out as per CPCL Scaffolding procedure. The job also includes supplying of all types of tools & tackles, lifting arrangements like chain pulley blocks, all consumables and labour to complete the job in all respects, supply & transportation of steel scaffolding materials & steel gratings to the work site etc. complete as per directions and approval of Engineer-in-charge. The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.)
1000
-
140.7
Providing and applying approved EPOXY RESIN (prepared as per manufacturer's recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiseling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified in EIL specification # 6-68-56 and directed.
80
-
370.65
Supplying and grouting of foundation bolts / pump bed frames using premix free flow Non-Shrink grout approved, including surface preparation cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease, providing necessary shuttering etc. all complete as specified and directed.
800
-
96.6
Providing and fixing G.I. Chain link fabric fencing made of G.I wire of dia 4mm, PVC coated to achieve outer dia not less than 5mm in required color and shade 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. Dismantling and disposal of existing to be carried out if required
20
-
1091.77
Supplying and fixing PVC coated GI barbed wire of outer diameter 3 mm weighing 9.38 kg per 100m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. in all heights complete. Payment to be made per metre cost of total length of barbed wire used. Dismantling and disposal of existing wire to be carried out if required
4
-
20.85
Concertina coil fencing: Providing and fixing 750mm dia Green colour painted Razor type concertina fencing with all required clips, pins, etc as per the specifications(each concertina coil piece stretch to 9m length) concertina coil shall be fixed to the M.S. angle with 4 rows of same concertina runner wires over exisiting "x" type angle supports as per drawings. Rate shall be quoted on running metre of compound wall basis .(a) Diameter of Coil: 750mm, number of circles and number of clips are 72and 180 in each 9m of length. (b) Central core Wire: Core wire shall be of 2.6mm diameter made of high carbon spring steel of high tensile strength having minimum galvanized coating thickness equivalent to 230 grams per Sq.m. (c) Razor strip: 0.5mm thick hot dip galvanized and of width 19mm having series of barbed punched all along the length at regular intervals having minimum galvanized thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number) (d) Clips: 1.5mm thick made out of stainless steel.e. Runner wire: Shall be of same specifications as of central core wire.
1000
-
493.5
"Cleaning of septic tanks including removal of sludge with excrete, bottom sediments and waste water in all chambers, pumping, disposal of sludge with excrete, bottom sediments and waste water in a remote area within the Refinery premises; providing temporary block and arrangements to pump out the incoming sewage to suitable places as directed by Engineer-in-charge including removing and refixing of all types of covers / cover slabs in position, making free all in and outlet lines, all labors, tools, and tackles etc., complete. Septic tank of holding capacity (excluding free board)"
20
-
416.87
Supplying, fabricating, fixing and keeping in position at all levels and locations threaded M.S. ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, washer plates, closure plates,pipe sleeves etc. In foundations, pedestals, etc. as directed includinghandling & transporting, straightening if required, turning from relevant size. M.S. Rounds to required diameter, threading, welding,providing necessary templates and auxillary dummy structure, if any,necessary tying and welding, providing necessary templates and auxillarydummy strucutres, if any, necessary tying and welding with reinforcementbars, adjustment of shuttering & reinforcement/any other fixture,greasing exposed metal surfaces, covering bolts and packing the sleeveswith jute cloth etc. all complete as per drawing and specification anddirection of Engineer-in-Charge.
200
-
136.5
Supplying, transporting, storing, fabricating and fixing in position MS 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.
25
-
115.5
Fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement / any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed (SUPPLY OF BOLTS IN CPCL'S SCOPE).
30
-
74.45
Making POCKETS/HOLES of sizes any sizes in RCC/PCC works (taking all necessary safety precautions) by core cutting method for depth upto 500 mm, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed. Payment shall be made on the basis of cutting area
4
-
15383.9
Introducing new reinforcement bars for structural connections in RCC beams, lintels, 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 etc. complete including cleaning the drilled holes of loose dust by blowing air. the cost of reinforcement shall be payable separately. Upto and including for 12mm dia reinforcing bar
40
-
118.65
"Introducing new reinforcement bars for structural connections in RCC beams, lintels, 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 etc. complete including cleaning the drilled holes of loose dust by blowing air. the cost of reinforcement shall be payable separately. Bars of dia more than 12mm but not exceeding 20mm"
40
-
189.84
"Expansion Joint Treatment: Providing and fixing of low modulus, flexible adhesive used for elastic sealing on various substrates (one component sealant based on a modified silane polymer, which cures by reaction with moisture to a soft elastomeric thermoset product of density ISO 2811-1 @ 22°c) in expansion joints over a foam rod backing of make Loctite / Fosroc / Sika / BASF including chipping and removal APP membrane over the expansion joints, cleaning / surface preparation as per product specification including all tools, tackles, labor, transportation, testing for leak proofing etc."
20
-
1041.62
Supplying and placing in position HARD DRAWN STEEL WIRE FABRIC of 3mm dia. 50x50mesh @ 2.22kg/sqm as per IS:1566 post weld hot dipped galvanized with Zn loading of 250 gm/m2 ,to be used as reinforcement, including straightening, cleaning, cutting, bending, binding different portions with contractor's own 16 SWG black soft annealed wire, welding with spacer plates or lugs provided with skirts/on surface of structural steel members etc. complete, including cleaning of the surface, scaffolding for all heights and all labor and as per drawings/sketches, specifications and directions of the ENGINEER-IN-CHARGE.
250
-
173.7
"Substrate preparation: Removal of existing waterproofing materials / layers & disposal at designated place within refinery premises and Preparation, cleaning the concrete substrate using mechanized means as per the requirement of the APP membrane laying. Surfaces should be structurally sound, clean and free from loose particles, oil, grease, or any other contaminant"
40
-
99.26
Repairing surface irregularities: damaged concrete, if any, with Latex modified repair mortar of make Fosroc / BASF / Sika including a coat of bonding agent at required places where undulation is there
10
-
248.14
Providing and laying 4 mm thick APP (Atactic Polypropelene) modified reinforced bituminous waterproofing membrane over terrace and parapet including cleaning and preparation of the surface consisting of making good all the cracks and damages, filling potholes/ depressions, removing weak foam concrete/ plaster and refilling with same wherever required thus preparing smooth surface of the terrace, providing and applying one coat of cold applied bitumen based primer @ 0.2 to 0.4 litre per sq.mtr.; laying the membrane by torch welding over primer, providing 100 mm overlaps and appropriately pressing the membrane to remove any entrapped air, including fixing on parapet after providing 10 mm x 20 mm continuous groove in parapet for terminating the membrane and filling the groove with polyurethane sealant and continuing this treatment at rain water outlet points; providing finishing protective layer of 35 mm thk. PCC (1:2:4) in panels of maximum size 1200 mm x 1200 mm chequered finish with 24 SWG chicken wiremesh interposed in between finished smooth with joints between panels sealed with suitable polyurethane sealant; providing fillets of 75 mm radius with P.C.C (1:2: 4) at junctions of horizontal and vertical surfaces finished smooth; providing 450 mm x 450 mm khuras (rain water collecting pits) in 1:2:4 cement concrete at all outlets, leveled down by min. 25 mm, finishing, curing etc. all complete as per approved manufacture’s standard specifications and recommendations.
40
-
1504.92
Supply and apply a solvent-free, moisture tolerant, thixotropic, structural two part adhesive of make STP / Fosroc / BASF / Sika for filling of cracks including cutting and cleaning. compressive strength 60 N/mm2 (14 days) according to ASTM C 881; bond strength 11 N/mm2 (7 days) is according to ASTM C 882.
4
-
198.51
Drilling and fixing Teflon nipples in RC members including, Drilling Holes: Drilling 16 mm dia., upto 300mm deep holes in structural members horizontally and vertically in staggered manner at the intervals as per specification and drawing. Clean the holes by air blower prior to fixing nozzles and Insert 12 mm dia. Teflon nozzles in holes with the help of ikadur 31
20
-
198.51
Supply and apply a shrinkage free low viscous epoxy resin based injection grout of make STP / Fosroc / BASF / Sika. Compressive strength = 55 N/mm2 (7 days) Tensile strength 30 N/mm2 (14 days) Bond strength 10 N/mm2 (14 days) or concrete failure
10
-
893.27
Providing injection type post construction water proofing to concrete structures such as roof slabs, sunken portions, intersection of chajja & masonry, liquid storage tanks, etc. by installing minimum 12/15mm dia PVC / aluminium / GI nozzles at suitable intervals and mechanically injecting single component hydrophobic water-active flexible polyurethane of approved make at minimum pressure of 3 kg/sqcm as per manufacturer's recommendations. The rate shall include all materials, labor and operations and finishing, dismantling & assembling of false ceiling / under deck insulation works if any, making temporary water pool over the leaky portion and removal after work, in clude the cost of providing fixing and cutting off nozzle projections grouting holes, etc. complete as per the instructions of Engineer-in-Charge. (Only consumed chemical in grouting work to be measured for payment)
15
-
4764.05
Roof sheet works
-
-
-
Dismantling GI / asbestos / translucent sheets, ridges, gutters, curves, turbo ventilators, etc. in roofing's and wall claddings, including supply of all tools & tackles, consumables, cutting (by flame or saw) of fixing hooks, transporting and stacking the serviceable materials, cleaning the site and disposal / handing over of the unserviceable material to scrap yard anywhere within the Refinery premises, including all labor, tools all complete for all levels, as specified and directed.
40
-
126.66
"Providing and fixing color coated Licensee GALVALUME profile sheets of total coated thickness thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal / bolts of assorted sizes as directed by EIC, complete upto 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, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. (size, shape and pitch of corrugation as approved by EIC). Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process. Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet. For all roof areas including curved profile sheets for corners"
10
-
609
"Providing and fixing color coated Licensee GALVALUME profile sheets of total coated thickness thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal / bolts of assorted sizes as directed by EIC, complete upto 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, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. (size, shape and pitch of corrugation as approved by EIC). Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process. Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet. For all cladding areas. "
10
-
903.2
Providing and fixing color coated Licensee GALVALUME sheet Ridges plain (500 - 600mm) of total coated thickness thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc, using self drilling/ self tapping screws, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process. Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet.
4
-
411.6
Providing and fixing color coated Licensee GALVALUME sheet Barge board (Upto 300 mm) of total coated thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc, using self drilling/ self tapping screws, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process.Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet.
4
-
346.5
Providing non-asbestos high impact polypropylene reinforced cement 6mm thick corrugated sheets of colour specified by EIC (as per IS: 14871) roofing upto any pitch and fixing with SS 304 J, or L hooks, bolts and nuts 8mm dia, GI plain and bitumen washers or with self drilling fastener and EPDM washers etc., (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required, scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed - For all roof areas.
10
-
438.9
Providing non-asbestos high impact polypropylene reinforced cement 6mm thick corrugated sheets of color specified by EIC (as per IS: 14871) roofing upto any pitch and fixing with SS 304 J, or L hooks, bolts and nuts 8mm dia, GI plain and bitumen washers or with self drilling fastener and EPDM washers etc., (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required, scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed - For all cladding areas.
10
-
886.91
Fixing available corrugated sheets roofing upto any pitch and fixing with SS 304 J, or L hooks, bolts and nuts 8mm dia, SS 304 plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete excluding the cost of purlins, rafters and trusses: corrugated sheets and including cutting to size and shape wherever required.
10
-
189.69
Providing and fixing close fitting adjustable ridges in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
478.8
Providing and fixing North light curves in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
475.65
Providing and fixing Barge boards in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
600.6
Providing and fixing S Louvers in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
418.95
Providing valleys (Gutters) upto 90 cm wide overall in 1.22mm thick Aluminium sheet fixed with SS / Aluminium alloy J, or L hooks, bolts & nuts 8mm dia G.I. limpet and bitumen washers, including supply and erection of suitable metallurgy brackets at 750 mm spacing, provisions for rain water pipe outlet (hopper head) / sealing, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed by EIC.
4
-
2630.17
Providing & fixing 2mm thick profiled polycarbonate roofing sheet roofing (embossed clear) of Lexan / Everest up to any pitch, including fixing with SS 304 'J' or 'L' hooks, bolts & nuts 8mm dia. SS 304 plain/bitumen washers, complete but excluding the cost of purlins, rafters, trusses etc. including all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
10
-
1994.96
Supplying and fixing approved Turbo Ventilators / Exhausters of turbine dia of not less than 28", neck/throat dia of 24" with 18" high made of SS 304 vanes of 0.5mm thick, top plate & mounting rings of 0.8mm thick; zinc plated high carbon steel of 18mm dia centre shaft, inner / outer arms with 2 nos. of self lubricating twin sealed approved bearings with all necessary accessories including 2mm thick clear FRP venturi dome (base plate) to suit existing roofing sheets' profile, sealing joints, removing and refixing of existing roof sheets and disposing of debris generated within the refinery premises, all labor, tools supervision, safety permits, safety precaution all complete for all levels, as specified and directed.
2
-
6848.31
Renewing glass panes, with glazing clips and special metals ash putty of approved make, and metal beading with screws (Cost of aluminium beading shall be paid separate under relevant items of work) wherever necessary including removal of damaged old glass panes if required, racking out old putty and disposal of unserviceable materials within Refinery premises as directed by Engineer-in-Charge using wired glass panes of thickness 6 mm.
10
-
2828.66
Refractory works
-
-
-
Renewal of Castable refractory lining of any other equipment within refinery premises damages as marked by inspection / in Inspection work list, including removal of existing lining carefully using electric pneumatic chippers, transportation of required materials from owners storage point to site of work, mixing & laying of Castable refractory by pan mixer and needle vibrator with necessary shuttering and tools & tackles, as per codes / specifications / inspection procedures / scope of work and work details. Cost includes all consumables, labor mobilization & de-mobilization of resources to complete the job in all respects, returning of unused materials to owners storage point and transporting, disposal of the generated debris / scrap material in the designated place within the refinery premises as directed by Engineer-in-Charge - For Castable refractory replacement of thickness upto 150 mm.
6
-
6684.56
Renewal of Castable refractory lining of any other equipment within refinery premises damages as marked by inspection / in Inspection work list, including removal of existing lining carefully using electric pneumatic chippers, transportation of required materials from owners storage point to site of work, mixing & laying of Castable refractory by pan mixer and needle vibrator with necessary shuttering and tools & tackles, as per codes / specifications / inspection procedures / scope of work and work details. Cost includes all consumables, labor mobilization & de-mobilization of resources to complete the job in all respects, returning of unused materials to owners storage point and transporting, disposal of the generated debris / scrap material in the designated place within the refinery premises as directed by Engineer-in-Charge - Refractory replacement job in floor area. Insulating castables upto 175mm thick followed by 75mm thick refractory fire brick
6
-
6178.37
Plumbing works
-
-
-
Dismantling pipe lines of upto 6 inch dia including GI, PVC, CPVC, Cast iron, stone ware etc. including of all tools and tackles and disposal to scrap yard
100
-
42.95
Supply and Laying galvanized iron pipes and fittings including supply of Teflon tape, white lead, treads, rubber / asbestos gaskets, nylon washers, etc. cutting the pipes to required lengths, making threads, including laying of pipes on sleeper, walls, erecting piping on columns, etc. for pump station, overhead tanks, etc. including joining the pipes and fittings with threaded connections, return of unused / scrap / unserviceable materials to owner's store and material reconciliation etc. complete as per specifications, drawings and instructions of Engineer-in-Charge - Pipes of dia 1/2"
10
-
333.77
Supply and Laying galvanized iron pipes and fittings including supply of Teflon tape, white lead, treads, rubber / asbestos gaskets, nylon washers, etc. cutting the pipes to required lengths, making threads, including laying of pipes on sleeper, walls, erecting piping on columns, etc. for pump station, overhead tanks, etc. including joining the pipes and fittings with threaded connections, hydrostatic testing of the piping, return of unused / scrap / unserviceable materials to owner's store and material reconciliation etc. complete as per specifications, drawings and instructions of Engineer-in-Charge - Pipes of dia 3/4"
10
-
413.87
Same as Item-1630 above, but for Pipes of dia 1"
10
-
607.46
Same as Item-1630 above, but for Pipes of dia 1 1/4"
10
-
763.22
Same as Item-1630 above, but for Pipes of dia 1 1/2"
10
-
892.27
Same as Item-1630 above, but for Pipes of dia 2"
10
-
1230.5
Same as Item-1630 above, but for Pipes of dia 3"
10
-
1924.74
Same as Item-1630 above, but for Pipes of dia 4"
10
-
2734.68
Same as Item-1630 above, but for Pipes of dia 6"
10
-
4140.95
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes - Class 1 (Internal - Exposed on wall), having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fi ttings including fixing the pipe with clamps at 1.00m spacing for non-embedded works. This includes jointing of pipes & fittings with on step CPVC solvent cement and testing of joints, scaffolding complete as per direction of Engineer-in-charge for pipes of 1/2" dia - Dismantling and disposal of existing to be carried out if required
10
-
164.67
Same as Item-1710 above, but for Pipes of dia 3/4"
10
-
247
Same as Item-1710 above, but for Pipes of dia 1"
10
-
384.96
Same as Item-1710 above, but for Pipes of dia 1 1/4"
10
-
617.48
Same as Item-1710 above, but for Pipes of dia 1 1/2"
10
-
847.77
Same as Item-1710 above, but for Pipes of dia 2"
10
-
1410.73
Providing and fixing on wall face unplasticised rigid PVC - Sch. 40 rain water pipes/ water line pipes conforming to IS: 13592 type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion (single socketed pipes) with necessary fittings / accessories etc. complete. Rate inclusive of scaffolding, Dismantling and disposal of existing to designated place/scrap yard (PVC / Cast iron) to be carried out as directed if required - For pipes of 1/2" dia
10
-
145.76
Same as Item-1770 above, but for Pipes of dia 3/4"
10
-
199.16
Same as Item-1770 above, but for Pipes of dia 1"
10
-
294.83
Same as Item-1770 above, but for Pipes of dia 1 1/4"
10
-
394.96
Same as Item-1770 above, but for Pipes of dia 1 1/2"
10
-
466.16
Same as Item-1770 above, but for Pipes of dia 2"
10
-
641.95
Same as Item-1770 above, but for Pipes of dia 3"
10
-
1299.45
Same as Item-1770 above, but for Pipes of dia 4"
10
-
1844.63
Same as Item-1770 above, but for Pipes of dia 6"
10
-
3236.44
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Dismantling of existing tank and disposal to designated place within refinery premises to be carried out as directed by EIC if required
500
-
10.15
Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete.
10
-
1579.2
Providing and fixing booster pump of 0.5 HP capacity (Suguna/Besten/Texmo/CRI etc.) inclusive of necessary fixtures and labor charges
2
-
4897.2
Providing and fixing booster pump of 1.0 HP capacity (Suguna/Besten/Texmo/CRI etc.) inclusive of necessary fixtures and labor charges
2
-
7613.55
Providing and fixing P.V.C. waste flexible pipe 32 mm dia for sink or wash basin including P.V.C. waste fittings complete.
13
-
89.25
Providing and Fixing 15mm dia connector hose of 600 mm long including cost of labors, fittings, fixtures, tools, tackles etc complete.
13
-
214.2
Providing and fixing 20 mm float valve with reducer if required of approved make
10
-
933.45
Proving and fixing white vitreous china wash basin of size 580x430x200 mm of make Johnson (model no. P0515PW) / hindware / parryware along with all clamps for fixing.
2
-
3013.5
Providing and fixing of Stainless steel sink of inner dimensions not less than 460 x 460 x 230 mm with necessary fittings / accessories etc.
2
-
2743.13
Providing and fixing white urinal basin of make Johnson(model no P0519PW) / hindware / jaguar of size 380 x 420 x 600 mm along with clamps.
2
-
6482.7
Providing and fixing white vitreous china pedestal type water Closet (European type / wash down type) water closet pan of Dimensions 561x360x412 mm / 481x363x405 mm make Johnson (model No. G0147PW / G0146PW) / hindware / parryware along with necessary trap, seat cover.
2
-
7467.6
Providing and fixing white vitreous china pedestal type water Closet (Indian type) water closet pan of Dimensions 490 x 390 x 185 mm make Johnson (model No. P0442PW) / hindware / parryware along with necessary trap, fittings, etc.
2
-
3145.8
Supply and fixing of Manual Soap oil dispenser of capacity 500 ml in ABS Plastic of make Diversey/Kimberley Clark.
5
-
2635.5
Supply and fixing of Manual Soap oil dispenser of capacity 500 ml in stainless steel.
5
-
722.4
Supply and fixing brass health faucet coated with SS finish of make Johnson (model No. S0030C) hindware / ess ess along with necessary fittings, hose and labor
5
-
1102.5
Providing and fixing Shower Rose 200 mm dia (S1731C) of make Johnson or approved equivalent
2
-
2625
Supply and fixing of bib cock Johnson (model No. T2405C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
5
-
1417.5
Supply and fixing of concealed stop cock Johnson (model No. T2413C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
10
-
1575
Supply and fixing of Pillar cock Johnson (model No. T2401C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
5
-
1417.5
Supply and fixing of Angle cock Johnson (model No. T2110C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
13
-
570.94
Supply and fixing of waste hose coupling for wash basins, sinks and urinals
5
-
518.44
Supply and fixing of Flush tank - 10 litre Capacity of make Johnson (model No. P2827PW) / parryware along with necessary fittings and labor
10
-
1561.88
Supply and fixing of EWC seat cover of make Johnson (model No. G0125PW) / parryware along with necessary fittings and labor
10
-
2047.5
Providing and fixing Urinal partition of Lacquered Etching Glass of thickness not less than 12mm thick along with necessary fittings design approved by EIC
10
-
2542.05
Proving and fixing Towel Ring of make Johnson (model no. T0251C) / hindware / jaguar along with necessary fittings
10
-
1134
Supply and fixing of towel rod in SS 304 of make Johnson (model no. T0250C) or equivalent as per EIC
10
-
1512
Supply and fixing of Corner Glass Shelf (with Bracket) of make Jaguar (model no. ACN-1173) / ESS / Johnson / Hindware or equivalent as per EIC
10
-
1386
Providing and fixing Tissue Paper Holder of make Johnson (T1354C) or approved equivalent
10
-
1191.75
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 15mm nominal bore
4
-
1115.1
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 20mm nominal bore
4
-
1654.8
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 25mm nominal bore
4
-
2137.8
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 32mm nominal bore
4
-
2914.8
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 40mm nominal bore
4
-
4259.85
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 50mm nominal bore
4
-
5811.75
Providing and fixing false flooring using 35mm thick x 600mm x 600mm Steel encapsulated cementations core of wt 12.5 kg with design UDL of 1350 kg / m2 or more with substructure of 100 x 100 x 2mm thick galvanized base plate Pedestals of 100x100x2mm thick galvanized base plate die pressed orbitally riveted to 25mm OD 2.20 mm thick G.I. zinc coated pipe to engage, the pedestal head assembly consisting of 75mmx75mmx3.5mm, mechanically locked to corresponding threaded stud 16mm dia OD which is designed to engage the pedestal base assembly, the assembly shall provide a range of a height adjustment up to 50mm with the help of two check nuts. The pedestal shall withstand Axial Load of 2200kg. The sub structure assembly shall be suitably anchored to the floor with manufacturer recommended Anchor Fasteners or Epoxy Resin to achieve a Finished Floor Height of 450mm.
3
-
4538.09
Providing & fixing 6mm thick UV stabilized multi wall poly carbonate sheet roofing with self drilling fastener, EPDM washer, necessary end cap, sealing tape, H-bar, gaskets and breather tape, welding of cleats over the existing structural frames (Plates will be supplied by CPCL) for fixing of sheets etc. and sealing joints with compatible silicone sealant etc. including making drill holes / cut opens, scaffolding if required complete but excluding the cost of purlins, rafters, trusses aluminium L angles etc. The sheets shall be opaque or translucent, clear or pigmented as specified.
3
-
994.57
Hiring of Earth moving and other Machnineries
-
-
-
Hiring of machineries on demand basis. The quoted rate is inclusive of charges towards mobilization if any, hire charges, consumables fuel / oils / lubricants, operator crew's costs, supervision, overhead & profit, safety permits, safety precaution etc. complete.
-
-
-
For Tipper lorry of capacity 8-10 Cum
15
-
5433.75
For supply of potable water in tanker of 24 KL capacity
13
-
10867.5
For Tractor with trolley
175
-
2173.5
For Tractor mounted pneumatic breaker with operator and one semiskilled manpower assistance
75
-
6279
For Dozer D-80-A 12 or equivalent
13
-
10143
For continuous tracked tractor Hydralic Excavator (3D) with attachments such as a breaker, a grapple or an auger.
13
-
9660
For wheeled Hydralic Excavator (3D) with attachments backfill (or dozer) blade (11 to 18 tonnes).
13
-
9056.25
For wheeled Hydralic Excavator (3D) with concrete breaker attachment (11 to 18 tonnes).
13
-
14490
For mini excavator / Bobcat
10
-
4830
Supply of gully sucker trucks on hire basis with inbuilt vacuum suction using super suction machine and tanker of minimum 6 KL capacity with necessary suction / delivery hoses of sufficient lengths (upto 200 m) and personnel's of 2 (two) nos. in addition to a driver and cleaner to handle the floating oil/other material as instructed by EIC. The quoted rate is inclusive of charges towards fuel/oils/lubricants, operator crew's costs, mobilization etc. complete.
75
-
9660
Oil Sludge/Spill Handling works
-
-
-
Removal of oil /asphalt spillage from paved area within plant area by sprinkling fine aggregate (M sand) on the area of oil spill, removing and disposing the oily earth to sludge lagoon/bio-remediation pit situated in ETP-II. Further, hot water shall be used for spillage removal and final cleaning wherever required. The hot water mixed with oil, muck etc. shall be routed to the nearest industrial oil water sewage manhole. , Rate includes the cost of labour, tools, tackles, cost of fine aggregate (M sand),etc. all complete.
1000
-
64.04
Removal of oil /asphalt spillage from paved area by sprinkling fine aggregate (M sand) on the area of oil spill, removing and disposing the oily earth to sludge lagoon/bio-remediation pit situated in ETP-II, including the labour, tools, tackles,cost of fine aggregate (M sand) ,etc. all complete.
500
-
54.45
"Removing spillages such as bitumen / asphalt / wax / Lube oil/sludge etc. manually from storage tank farms, pump houses, filling, handling areas and/or from the storm water drains/culverts, roads and/or from any other locations as directed, from time to time by scrapping, de-canding using spade and other tools, collecting the scrapped stuff in open drums of 200 litres capacity (i.e. 90% fill without spillage) stack the drums filled with collected stuff on the sides of roads, outside the tankfarms or any other suitable nearby site of work as directed by Engineer-in-charge (Empty oil drums will be supplied by CPCL from stores / WH / available at various places. The contractor has to make its own arrangement for shifting from issue location to site of work and cut open the top lid of drums) including all labour, tools & tackles, etc. Unit of measurement shall be per drum. "
1000
-
192.11
Collecting of drums filled with oily sludge / asphalt muck / debris etc., from Refinery - I, II, III, offsites, Co-Gen and R&D locations of Refinery premises, intercarting and neatly stacking the drums at Asphalt/FO reclaimer units at OM&S-I/II area including all types of tools & tackles, labour, etc., removal of oil spills during carting by spreading sand, scraping the area all as directed by Engineer-in-Charge. Unit of measurement shall be per drum.
2500
-
68.31
Collecting of drums filled with oily sludge / asphalt muck / debris etc., from Refinery - I, II, III, offsites, Co-Gen and R&D locations of Refinery premises and intercarting through south gate and neatly stacking the drums etc.at ETP/MTF area within the Refinery premises, including all types of tools & tackles, labour, etc., removal of oil spills during carting by spreading sand, scraping the area all as directed by Engineer-in-Charge. Unit of measurement shall be per drum.
1500
-
111
Collecting of drums filled with oily sludge / asphalt muck / debris etc., from ETP II/TTP/MTF locations of Refinery premises, intercarting and neatly stacking the drums at sludge pits at ETP/MTF area within the Refinery premises, including all types of tools & tackles, labour, etc., removal of oil spills during carting by spreading sand, scraping the area all as directed by Engineer-in-Charge. Unit of measurement shall be per drum.
500
-
46.96
Excess amount over items # 2300, 2310 & 2320 for emptying the content of the drums into the recalimer or sludge pits and neatly stacking the empty drums as directed. Unit of measurement shall be per drum.
4500
-
8.54
"Removing oil sludge / muck /oil mixed earth in tank farms and other surrounding areas by surface excavation not exceeding 30cm in depth and any mechanized removal of floating oil/spilled asphalt/lube oil/oil sludge/muck at any loaction as directed by EIC and disposal of the same in sludge pits / bio-remediation sites at ETP-II area/Amullaivoyal area; with all lifts and maximum radial lead of 7 km complete including all loading, unloading, transportation and removing oil spillage during transporting by spreading M sand, scraping the area all as directed with all labour, tools, tackles, transport supervision, safety permits, safety precaution etc. as per direction of the Engineer-in-Charge. (8.7% of volume will be deducted towards voids)"
1000
-
512.28
Acid Proof Lining works
-
-
-
Providing and laying anticorosive solvent free Araldite or approved Epoxy Screed 5mm thick consisting of Araldite 257, 100 parts by wt. and hardner 140, 50 parts by wt. plus necessary quartz sand over a primed surface with primer coat with Araldite GY 257 and Hardner 140 in the same ratio. two top coats over epoxy screed with Araldite 257 and Hardner 140 in the ratio of 100:50 parts complete as per Manufacturers' specifcation including preparation of surface to receive the treatment.
25
-
2439.35
Supplying and laying acid resistant tile lining using 230 x 115 x 38 mm thick A.R. Tiles confirming to (IS : 4860 class -II) bedded in Potassium Silicate cement mortar (IS : 4832 Part -I) 6 mm thick, joints will be racked and filled with phenolic resin (IS : 4832 Part -II) to full depth of tile, including an under layer of 10 mm thick bitumen mastic membrane over a coat of bitumen primer and chemical treatment by acid etching of the defect free concrete surface etc., as per EIL standard specification 6-65-0062 complete.
25
-
4065.58
Providing acid / alkali proof lining with bitumen mastic of 20mm thick on cement plaster surfaces / masonry / RCC surfaces including supply of all materials, application, finishing, testing etc., as per EIL standard specification 6-65-0061 complete. and direction of Engineer-in-charge
25
-
1829.52
Dismantling of wornout acid /alkaline proof tile lining / bitumastic works including disposal of unserviceable materials at designated place within the Refinery premises as directed with a maximum lead of 2 km including all labour, tools, etc. complete.
25
-
304.92
Road Work
-
-
-
"Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications."
300
-
582.75
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
500
-
196.35
WET MIX MACADAM: Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
250
-
2780.4
Providing and laying to required camber GRANULAR BASE WET MIX MACADAM ,comprising of coarse aggregate 53 mm & down size as per specification including preparation of mix in approved mixing plant with controlledaddition of water ,spreading with paver finisher or motor grader &rolling with 10 MT roller(vibro roller) in layer of compacted thickness150mm as directed by Engineer in Charge.
75
-
2940
Structural works
-
-
-
"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."
5
-
4660.95
Supplying, transporting, storing, fabricating & erecting in position bolted and / or welded STRUCTURAL STEEL WORKS like angles ,channels, beams, plates, pipes, tubes 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 , 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 50 micron DFT(b) Two coats of Epoxy primer paint 50 micron DFT each(c) Two coats of Anti Rust epoxy top coat paint 75 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 manual cleaning prior to erection as per specifications & as directed by Engineer-in-charge. Supply of all materials in contractor's scope.
1
-
121817.85
SUPPLYING, TRANSPORTING, FABRICATING, ERECTING AND FIXING IN POSITION as per the specifications, ELECTROFORGED HOT DIP GALVANISED GRATINGS (GI coating weight shall be 305gm/Sqm as per IS 4759) of the approved design and pattern and erecting & fixing of fabricated steel work on operating floors, platforms, stair landings & treads,drain cover etc., at various levels including supply of all GI fixtures like edge plates for treads ,clips, studs, bolts, welding if required and nosing for the treads and etc., complete, as per drawings, specifications & as directed by Engineer-in-Charge.
1.5
-
126010.79
Supplying Galvanised MS CHEQUERED PLATE,transporting ,cleaning & fabricating & fixing on floors as cable trench covers including grinding edges & supplying all bolts,nuts ,washers etc. complete .The Galvanised MS Chequered plate(6mm to 10mm thick) to be fixed to the supporting beam with help of 12mm dia. counter sunk bolts at 400mmc/c including necessary modifications for supporting structure,drilling holes in plates and supporting structures etc. all complete as per drawings ,specifications and directions of Engineer in Charge.
0.5
-
122556.66
Supplying, fabricating, erecting STAINLESS STEEL WORKS including gratings (SS Grade 304 ) to required profile and size as filter in drain with necessary fittings including straightening if required, cutting, bending, welding, grouting , cleaning, surface preparation as per specifications etc. all completed as specified and directed by Engineer-in-Charge.3
50
-
591.23
"Supplying,handling,transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS MS bolts of grade 5.8 or more,Galvanised with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors,roofs ,beams( sides and bottom), walls,columns etc. according to manufacturer's specifications including all accessories like nuts ,washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed by Engineer-in-Charge"
10
-
441.2
Same as Item-2510 above, but for 16mm dia.
10
-
529.46
Same as Item-2510 above, but for 20mm dia.
10
-
705.94
Same as Item-2510 above, but for 24mm dia.
5
-
1323.61
"Supplying,handling,transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of MS threaded rod of grade 5.8 ,Galvanised with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia at specified positions on concrete floors,roofs ,beams( sides and bottom), walls,columns etc. according to manufacturer's specifications including all accessories like nuts ,washers etc. of required size,testing ,necessary scaffolding,drilling of the holes in concrete surface with electric drill,cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed by Engineer-in-Charge."
10
-
882.41
Same as Item-2550 above, but for 16mm dia.
10
-
1058.9
Same as Item-2550 above, but for 20mm dia.
10
-
1411.85
Same as Item-2550 above, but for 24mm dia.
10
-
2206.02
Fabricating & erecting in position bolted and / or welded STRUCTURAL STEEL WORKS like angles ,channels, beams, plates, pipes, tubes 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 , 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 50 micron DFT(b) Two coats of Epoxy primer paint 50 micron DFT each(c) Two coats of Anti Rust epoxy top coat paint 75 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 manual cleaning prior to erection as per specifications & as directed by Engineer-in-charge. CPCL will supply Structural steel members like angle, channel, beam, plate, tubes, etc at free of cost at CPCL stores and contractor has to arrange for collection & transportation of the same to site. Supply of all other materials except structural steel members in contractor's scope.
3
-
58369.5
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 safetyprecautions 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, labour for loading
25
-
6615
Supply of FRONT CABIN HYDRA of minimum capacity 12-T on hirebasis on all working days from Monday to Saturday on 8 hrs.shift,inclusive of driver,one assistant,all consumables like diesel etc.,withall safety precautions within CPCL Refinery premises.The quoted rateshould include mobilization, operator crew's/driver /assistant cost,loading, transporting, unloading, labour, tools, tackles etc. completeas directed by Engineer-in-Charge.
25
-
11025
Transporting and disposing the earth, construction debris, building rubish and other refuse materials such as waste insulation, papers, plastics and garden / tree waste, etc., (excluding metal scrap and electrical / instrument cable materials) to be removed from Refinery premises including ETP, MTF and TTP area after segregation of steel scrap, electrical / instrument cable and other serviceable materials, etc. to the designated area (Amullaivoyal/ Vaikkadu Village) outside the refinery premises upto a lead of 7.00km, including re-excavating the deposited soil excavated earlier & stacked, 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 using mechanical means (Hydraulic Excavators/trucks) / Manually as directed by Engineer in Charge. (Note: The payment shall be made on quantities, measured on truck basis with 30% deductions for voids)
1000
-
254.68
Clearing jungle including uprooting of vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level, collecting all removed vegetation etc. bundling into heaps and disposal at designated locations inside the Refinery premises as directed by EIC with contractor's own transport, all tools, tackles, labour etc. all complete as directed by the Engineer-in-Charge.
2500
-
14.7
Felling of trees including cutting of trunks and branches, removing the roots and disposal of unserviceable material outside the refinery premises with all leads and lifts.
-
-
-
Same as #2750 for Girth 60 cm @ 1m above GL
100
-
429.45
Same as #2750 for 60cm Girth 120 cm @ 1 m above GL
25
-
1917.3
Same as #2750 for 120cm Girth 240 cm @ 1 m above GL
5
-
8901.9
Same as #2750 for Girth 240 cm @ 1 m above GL
5
-
17829
Providing and laying 50 mm thick Bitumen Premix Carpet with 80/100bitumen of grade VG-30 including mixing stone chips,grit ,laying toproper grade and camber in layers with 35 mm thick first layerconsisting of 25 mm and down size aggregate and 15 mm thick second layerwith 12 mm and down size aggregate,including the preparation of surface,rolling premix carpet with 8 to 10 ton road roller,providing androlling seal coat of 6mm thick to proper grade and camber,spreading sandor stone dust over finished surfaces including brushing and clearing WBMsurface etc.,all complete as per specifications and directions ofEngineer-in-Charge.
500
-
375.38
Providing and applying tack coat using hot straight run bitumen of gradeVG-10, the bitumen withmechanically operated spray unit fitted on bitumen boiler, cleaning andpreparing the existing road surface as per specifications onbituminous surface @ 0.50 kg / sqm
500
-
23.1
ARC Civil Works Zone II- IIIrd YR
-
-
-
Notes: 1 ) The bidder shall note that he may be asked to execute the works detailed below anywhere within the refinery premises wherever requirement arises, irrespective of his Zone of work for which no additional/extra payment may be entertained. 2) Bidder shall provide and use Ordinary Portland Cement - Grade 53 confirming to IS 269:2015 for all concrete or cement mortar involved items of work and Reinforcement steel - Grade Fe500D confirming to IS 1786:2008 for concrete reinforcement items of work mentioned in SOR. Cost of Cement and Reinforcement steel is included in Contractor's scope, unless otherwise specifically mentioned. 3) Bidder shall make note of above points and shall quote accordingly.
-
-
-
Civil Works
-
-
-
EARTHWORK IN EXCAVATION in all types of soil , including soft or hard murrum, but excluding soft and hard rock, using mechanical means(Hydraulic Excavators) / Manually for depth upto 1.5m,including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated/sub-soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric underground cables, etc. all complete as per the specifications and directions of Engineer-in-Charge.
750
-
531.41
Same as item #30 but for depths beyond 1.5m upto 3.0m
50
-
639.45
Same as item #30 but for depths beyond 3 m upto 4.5 m
20
-
747.5
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 byEngineer in Charge.
5
-
606.38
Surface dressing of the ground in all kinds of soil including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish to designated place within refinery premises.
4000
-
29.77
"Area Cleaning works: Scope of work includes removing earth, debris, non metal scraps, uprooting vegetation / shrubs upto 30 cm girth etc., from underneath the piperacks, along the roads, drains and tankfarms, thorough cleaning, brooming of paved/lined areas and transporting, disposal of generated earth, debris, non metal scraps, vegetation/shrubs, etc., at designated places within the refinery premises as directed by the Engineer-in-Charge including all labour, transportation, tools & tackles, etc., all complete. (Note: The payment shall be made on quantities, measured on stack/ truck basis with 30% deductions for voids)"
1500
-
1119.04
Back filling the available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m.
375
-
261.3
Providing and filling fine aggregate (M-sand) of approved quality in floor, foundation etc. in layer of 15 cm thickness including, watering, ramming, consolidating etc. complete.
50
-
3412.24
Dewatering - with Contractor's own pump:The job involves pumping out of water including dewatering oily trenches, pits etc. by contractor's own pump as per the direction of the Engineer-in-charge.The job also includes supplying of all types of pumps, tools & tackles,hoses, fuel, all consumables and labour to complete the job in allrespects as per EIC instructions (for maximum of 8 Hrs per shift).
-
-
-
Hire charges for 2 HP Kerosene driven dewatering pump with allaccessories including hoses along with one operator
24
-
235.41
Hire charges for 5 HP Diesel driven dewatering pump with all accessories including hoses along with one operator
24
-
567.89
Hire charges for 10 HP Diesel driven dewatering pump with allaccessories including hoses along with one operator
12
-
744.72
Hire charges for 10 HP Submersible pump (Electrical Motor driven) withall accessories including hoses along with one operator
12
-
684.66
Providing and bunding with fine aggregate (M sand) filled bags containing net quantity of minimum 0.5 cft of fine aggregate (M sand) for maintaining and diverting the flow of water etc. includes supply and filling of fine aggregate (M sand), stitching of the bags, carting to site of work to any distance, keeping in position as directed, plugging holes and paddling etc., with all labor, materials, tools plants including the cost of fine aggregate (M sand) and empty gunny/polythene bags, etc, complete. and inclusive of removal after completion of work.
500
-
100.33
Providing and bunding with available earth / fine aggregate (M sand) filled bags containing net quantity of minimum 0.5 cft of earth / fine aggregate (M sand) for maintaining and diverting the flow of water etc. includes filling of fine aggregate (M sand), stitching of the bags, carting to site of work to any distance, keeping in position as directed, plugging holes and paddling etc., with all labor, materials, tools plants and empty gunny/polythene bags, etc, complete. and inclusive of removal after completion of work.
250
-
58.44
Demolishing plain cement concrete in foundation/super structure including disposal of unserviceable material to the designated place within the Refinery premises as directed including all labor, tools, etc. complete.
30
-
2318.56
Demolishing of brick work of any mortar in foundations or at super structures including disposal of unserviceable materials to the designated place within the Refinery premises as directed and including breaking into pieces, all labor, tools, etc. complete.
20
-
2002.14
Demolishing rubble or coursed rubble masonry in lime or cement mortar in foundations or at super structures and disposal of the same to designated place within the Refinery premises as directed by the EIC
2
-
2339.51
Breaking of Bituminous road including bituminous carpet, metal base, soling etc. including removing debris to the designated place within the Refinery premises as per instruction of engineer in charge
13
-
1464.12
Dismantling RCC work by (taking all necessary safety precautions) manually/ by mechanical means for all depth and height, below and above plinth level including supply of tools & tackles, necessary sc affolding, propping, cutting reinforcement bars, breaking into pieces, all labor, etc., cleaning and disposal of unserviceable material to the designated place and returning the scrap reinforcements to scrap yard within the Refinery premises as per instruction of engineer in charge, all complete.
25
-
4500.41
Chipping of unsound / weak concrete material from slabs, beams, columns, floors etc., with standard power driven percussion type of pneumatic chisel of standard make as directed by Engineer- in- charge tapering all edges, making square shoulders of cavities, removing concrete all round reinforcement including from behind the reinforcing bars to give an average 50mm , cleaning reinforcement of total rust including from behind the reinforcing bars to give it a totally rust free finished steel surface etc. complete and disposal of debris to designated place within the refinery premises and all lifts.
200
-
224.91
Cleaning of open areas- paved and unpaved areas, roads, brooming, removal of other unwanted left over materials and disposal of rubbish within refinery premises as directed by Engineer-in-charge including labors, broom trolley and other consumables etc. complete.
10000
-
5.52
Cleaning and desilting of drains, side slopes in or under water or above water level including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material as per scope of works and disposal of the same at places within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed by Engineer-in-charge - For cross-section of open drain/ canal Upto 0.5 sqm
2000
-
40.25
Cleaning and desilting of drains, side slopes in or under water or above water level including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material as per scope of works and disposal of the same at places within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed by Engineer-in-charge - For cross-section of open drain/ canal Above 0.5 sqm and upto 1 sqm
2500
-
56.34
Cleaning and desilting of drains, side slopes in or under water or above water level including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material as per scope of works and disposal of the same at places within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed by Engineer-in-charge (Mechanized Cleaning) - For cross-section of open drain/ canal Above 1 sqm
500
-
674.73
Cleaning and desilting of sand traps and 3 way valve-pit in cone roof tank farms as per list enclosed, including cleaning the surrounding area of 1mtr wide and ensureing free flow of underground line linking nearby OWS system and the sand trap; removal of grass, bushes, vegetation, debris, sludge, floating oil / asphalt / wax if any and any other unwanted material as per scope of works and disposal of the same at places as directed by Engineer-in-Charge within owner's premises including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.
25
-
1008.53
Cleaning of manholes, desilting and flushing of industrial CRWS catch basins / Gully trap chambers of different sizes, removal of sludge and disposal of the same at designated place within the Refinery premises, as directed by the Engineer-in-charge all labor including removing and refixing the cover slabs in position, transportation of required machinery tools, plants etc. complete.
5
-
1250.56
Cleaning , desilting and flushing of unit drainage OWS manholes / combined valve pits / sand traps removal of sludge and disposal of the same at designated places within the Refinery premises , as directed by the Engineer-in-charge.
5
-
2396.91
Transporting and disposing the SURPLUS EARTH/DEBRIS generated after backfilling from construction activities, loading, unloading, as directed to designated place within refinery premises.
750
-
241.88
Supply of UNSKILLED CLASS LABOUR to carry out petty works not assessable for measurements/minor repair works, on day-to-day basis during the CPCL general shift hours (0730 - 1600 hours) on all regular working days from Monday to Saturday. The rates shall include ESI, PF, payroll cost and allowances, fringe benefits, overhead supervision, profits and hand tools. Payment for part of the day will be made on prorata basis.
320
-
887.52
Same as Sl. No. 320 above but for working beyond the normal working hours specified above on regular working days from Monday to Saturday, working on Sundays, CPCL Holidays. The rate to be quoted per hour basis per manpower.
150
-
181.92
Same as Sl. No. 320 above,but for supply of SEMI SKILLED LABOUR (Like STONE CUTTER, OFFICE ASSISTANT, )
40
-
974.61
Same as Sl. No. 330 above but for working beyond the normal working hours specified above on regular working days from Monday to Saturday, working on Sundays, CPCL Holidays. The rate to be quoted per hour basis per manpower.
150
-
200.66
Same as Sl. No. 320 above,but for supply of HIGHY SKILLED LABOUR (Like MASON, CARPENTER, PLUMBER)
150
-
1120.14
Same as Sl. No. 320 above but for working beyond the normal working hours specified above on regular working days from Monday to Saturday, working on Sundays, CPCL Holidays. The rate to be quoted per hour basis per manpower.
150
-
232.63
Providing and fixing form work including centering, shuttering and strutting and propping so as to give a rough finish for in-situ Reinforced cement concrete and/or plain cement concrete work in foundation and plinth like footing, raft, basis of column, pipe supports, equipment foundations, mass concrete etc. for all depths including removal of shuttering after the specified period is over and as directed by the engineer in charge. Complete with all materials labors consumable etc. (form work shall be supplied by the contractor and shall remain the property of the contractor)
200
-
466.36
Providing fixing form work including centering, shuttering and strutting and propping in super structure upto staging of 4.5m wide so as to give a fair finish of R.F cement concrete work in column, beams, walls slabs, staircases,(Steps, waist slabs, landing etc.) lintel, sun shades, canopies, cantilevers etc. for all heights including removal of the shuttering after the specified period is over and as directed by the engineer in charge complete with all materials, labor consumable etc. (Form work shall be supplied by the contractor and shall remain the property of the contractor)
75
-
701.19
Placing in position MS reinforcement (plain round bars) and/or Tor steel for RCC work including transporting the steel to site of work, straightening, cleaning & removing oil grease if any, cutting, bending to required shapes & lengths as per details, binding with contractor's own 16 SWG black soft annealed binding wire at every inter-section, supplying & placing with proper cover blocks, supports, chairs, overlaps, welding, spacers fan hooks etc. for all heights & depths etc. all complete as directed.
20
-
80836.41
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.
400
-
624.02
Providing & filling in joints BITUMASTIC SEALING COMPOUND 12 mm width x 25 mm depth of approved make conforming to IS:1834 : 1984 Grade A including one coat of primer as per manufacturer’s specifications, drawings & as directed by Engineer-in-Charge.
500
-
203.23
Providing and laying plain cement concrete 1:4:8 (1 part of cement, 4 part of fine aggregate (M sand) and 8 part of stone aggregate 40 mm nominal size) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete ) as per direction of engineer in charge but excluding cost of form work
20
-
7476.06
Providing and laying plain cement concrete 1:2:4 (1 part of cement : 2 part of fine aggregate (M sand) and 4 part of stone aggregate 20mm nominal size) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete as per direction of engineer in charge but excluding cost of form work
10
-
8931.36
Providing and laying reinforced cement concrete work 1:1.5:3 (1 cement, 1.5 fine aggregate (M sand), 3 stone aggregate 20mm nominal size) in foundation and plinth including machine mixing, curing, consolidating with vibrator etc. complete as per instruction of engineer in charge excluding cost of shuttering and fabrication of reinforcement.
100
-
10200.33
Providing and laying reinforced cement concrete work 1:1.5:3 (1 cement, 1.5 fine aggregate (M sand), 3 stone aggregate 20mm nominal size)for super structure at all levels including machine mixing, curing, consolidating with vibrator etc. complete as per instruction of engineer in charge excluding cost of shuttering and fabrication of reinforcement.
25
-
12053.64
Providing and laying reinforced cement concrete nominal mix of 1:2:4 by volume (1 cement : 2 fine aggregate (M sand) : 4 crushed stone aggregate) using 20mm and down size crushed stone aggregates in flooring and pavements etc., including providing pockets, laying in alternate panels, shuttering edges, vibrating, tamping, curing, finishing the top surface rough/smooth, etc., complete for all depths or heights but excluding cost of fabrication of reinforcement.
40
-
9582.93
Providing and fixing precast slabs beams with RCC 1:1:5:3 (1 cement, 1.5 fine aggregate (M sand), 3 stone aggregate of 20mm nominal size including cleaning, fixing, lifting and placing in position, necessary shuttering, finishing, curing but excluding cost of reinforcement.
38
-
15601.48
Providing and fixing in position GI plate as per design for expansion joints.
5
-
1691.24
Providing and filling in position bitumen mix filler of Proportion 80 kg. of hot bitumen, 1 kg. of cement and 0.25 cubic metre of coarse M sand for expansion joints.
200
-
94.82
Providing and laying in position ready mixed M-35 grade concrete for reinforced cement concrete work, with minimum cement content as 400 kg/cum 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. Contractor must submit manufacturer's bat ching report along with each batch of concrete. Cost of cement is included in Contractor's scope. - All works in SUBSTRUCTURE upto plinth beam level.
20
-
11545.38
Same as Sl. No. 450 above, but for All works in SUPERSTRUCTURE at all heights above plinth beam level.
5
-
13220.08
Providing and laying BRICK MASONRY IN SUB STRUCTURE with bricks of Class 5.0 in cement mortar 1:4 (1 Cement and 4 fine aggregate (M sand)) for 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
-
9442.92
Providing and laying BRICK MASONRY IN SUPER STRUCTURE with bricks of Class 5.0 in cement mortar 1:4 (1 Cement: 4 fine aggregate (M Sand)) for all heights including the cost of materials, labour, tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, sealing the gap between masonry and soffit of beam/slab, embedding the fittings,curing, etc. all complete as per specifications, and as directed by Engineer-in-Charge.
6
-
11123.13
Providing and laying HALF BRICK MASONRY in cement mortar 1 : 4 (1 Cement : 4 fine aggregate (M Sand)) for all depths and heights including cost of materials, labour, scaffolding, sampling, testing, supplying and placing 2 no. 6 mm dia. dia rebars at every third course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by Engineer-in-Charge. Note:- The cost of Reinforcement shall be paid seperately under relevant items.
40
-
1318.59
Providing and laying RANDOM STONE MASONRY in cement mortar 1 : 6 (1 Cement : 6 fine aggregate (M sand)) in any shape and thickness including the cost of materials, labor, scaffolding / staging, sampling and testing, dressing and wetting of stones , providing recesses, openings, leveling up with cement concrete 1 : 6 : 12 (1 cement : 6 fine aggregate (M sand) : 12 graded stone aggregate 20mm nominal size), embedding the fittings and fixtures, raking out the joints, curing etc. all complete as specified at all depths below plinth level.
1
-
7417.62
Providing and laying RANDOM STONE MASONRY in cement mortar 1:6 (1 Cement : 6 fine aggregate (M sand)) in any shape and thickness including the cost of materials, labor, scaffolding /staging, sampling and testing, dressing and wetting of stones , providing recesses, openings, sealing the gap between masonry and soffit of beam/ slab, embedding the fittings and fixtures, raking out the joints, curing etc. all complete as specified. at all heights above plinth level.
1
-
9112.16
Providing and laying upto 40mm thick average cement concrete flooring 1:2:4 (1 cement : 2 fine aggregate (M sand) : 4 stone aggregate 12.5mm nominal size) suitable panels finished smooth with a floating coat of neat cement smooth or chequered on top in floor landing tread etc. with necessary construction joints curing, chipping and cleaning of surfaces free of oil, necessary hacking of floor etc. complete.
40
-
624.02
Providing and laying below 25mm average thick cement concrete flooring 1:2:4 (1 cement : 2 fine aggregate (M sand) : 4 stone aggregate 12.5mm nominal size graded stone aggregates) in suitable panels finished smooth with a floating coat of neat cement smooth or chequered on top in floor landing tread etc. with necessary construction joints curing, chipping and cleaning of surfaces free of oil, necessary hacking of floor etc. complete.
10
-
390.01
Providing 12mm thick plaster in cement mortar 1:4 (1 Cement :4 fine aggregate) on walls / concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights.
300
-
352.8
Providing 15mm thick plaster in cement mortar 1:4 (1 Cement :4 fine aggregate) on walls / concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights.
80
-
407.93
Providing 6mm thick plaster in cement mortar 1:3 (1 Cement :3 fine aggregate) on ceilings/concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights.
20
-
287.76
Repair of existing plasters of varying thickness of 12mm to 20mm including cutting the patch in proper shape, raking out joints, preparing and plastering the surface of the walls complete including disposal of rubbish to the designated place within the Refinery premises with cement mortar 1:4 (1 cement : 4 fine aggregate) Rate inclusive of chipping and scaffolding.
50
-
540.23
Encasing rolled steel sections, in beams and columns with cement concrete 1: 1.5: 3 (1 cement: 1.5 fine aggregate (M sand) : 3 graded stone aggregate 12.5mm nominal size) including centering, shuttering and scaffolding complete but excluding cost of reinforcement and cement.
5
-
16469.15
Providing and laying cool roof tiles (as per approved pattern, not less than 8mm thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement ; 4 fine aggregate (M sand)) mixed with 2% integral water proofing compound laid over a bed of 20mm thick cement mortar 1:4(1 cement ; 4 fine aggregate (M sand)) and finished neat & complete with white cement (Supply of white cement is in contractor's scope).
25
-
1099.2
Dismantling precast PCC/RCC footpaths / pavements / dyke lining carefully of slabs and stacking the slabs for reuse, rebuilding the bed to proper slope by ramming and filling fine aggregate (M sand), laying and fixing the retrieved good slabs in position to match the existing floor level, grouting the joints to full depth with CM 1:5 (1 cement : 5 fine aggregate (M sand)), finishing, curing, clearing debris and disposal within the refinery premises, all labor and materials complete. Rate inclusive of shifting of precast slabs within refinery premises.
25
-
431.18
Grouting the joints of precast slabs to full depth with CM 1:5 (1 cement : 5 fine aggregate (M sand)), finishing, curing, clearing debris and disposal within the refinery premises, all labour and materials complete. Rate inclusive of shifting of precast slabs within refinery premises.
5000
-
43
Supplying, stacking and spreading of 63 - 45mm size stone aggregate in uniform thickness, hand picking for transformer yard, below HT lines, complete as directed by the Engineer-in-charge for all leads and lifts (payment will be made after deducting voids at 7.5%).
1
-
3229.78
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade by block making machine with strong vibratory compaction, of approved size, design and shape, laid in required colour and pattern over and including 50mm thick compactedbed of coarse sand , filing in the joints with line sand etc. all complete as per the instructions of Engineer- In-Charge.
200
-
958.08
Taking out existing cement concrete interlocking paver blocks from footpath/ central verge, including clearing debris and disposal within the refinery premises etc., disposal of unserviceable material to the designated place, for which payment shall be made separately and stacking of serviceable material within 100 meter lead as per direction of Engineer-in-Charge.
100
-
130.01
Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, color and pattern over and including 50 mm thick compacted bed of fine aggregate (M sand), filling the joints with fine aggregate (M sand) etc. all complete as per the direction of Engineer-in-charge. (Old Cement Concrete paver blocks shall be supplied by CPCL at free of cost).
25
-
425.57
Providing and laying polished vitrified floor tiles of size 600 x 600 mm and above anti skid type / gloss finish of make Johnson / kajaria / somany / nitco in all colors and shades, laid on 20 mm thick cement mortar 1: 4 ( 1 cement : 4 fine aggregate (M sand)) including grouting the joints with white cement and matching pigments etc., complete. (Supply of white cement is in contractor's scope).
50
-
2340.61
Providing and laying rectified glazed ceramic floor tiles less than 450 x 450 mm or more (thickness to be specified by the manufacturer) of make Johnson / kajaria / somany / nitco in all colors, shades laid on 20 mm thick cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) including pointing the joints with white cement and matching pigments etc. complete. (Supply of white cement is in contractor's scope).
20
-
1765.11
Providing and fixing ceramic glazed / matt finished wall tiles of make Johnson / kajaria / somany / nitco in all colors, shades of size 600 x 450 mm and above as approved by Engineer-in-charge over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 fine aggregate (M sand)) and jointing with grey cement grout including pointing in white cement mixed with pigment of matching shade complete. (Supply of white cement is in contractor's scope).
20
-
1594.22
Providing and fixing granite tiles of shade black galaxy / equivalent of thickness not less than 18 mm approved by EIC over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) and nozing on both sides.
4
-
4369.21
Providing and fixing 20 mm thick cuddappah stone of shade black / equivalent of thickness not less than 20 mm as approved by EIC over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) and nozing on both sides.
2
-
1943.71
Providing and fixing Kota stone of shade approved by EIC of thickness not less than 18 mm over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine aggregate (M sand)) and nozing on both sides.
2
-
2081.52
Charges for using cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, using 5 kg adhesive per sqm of tile area, in average 3 mm thickness Instead of 20 mm thick bed mortar inclusive of chipping the existing mosaic or any other floor surface (This rate will be deducted from rates for item with Sl. no. #720, #730, #740)
40
-
-132.3
Dismantling tile work in floors and roofs laid upto bed mortar of 20mm including disposal to the designated place within the Refinery premises as per instruction of engineer in charge
200
-
97.02
Supply and laying of High Dense Polyethylene (HDPE) sheets of 500 micron thickness below the pavements, tank farm dyke/embankments etc.
2500
-
50.5
Interior Works
-
-
-
"Providing & applying wall painting in exterior surfaces: Scope includes Surface preparation by water jetting and sander. filling of holes / cracks with putty, supply and application of single coat of wall primer (modified acrylic, water-based alkali resistant primer-cum-sealer with silicone additives ) and two coats of exterior emulsion of make Asian or approved equivalent (water based, modified acrylic, exterior with silicon additives) in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor, covering all important structures with sheets and tapes and cleaning of all surrounding areas that got affected during the course of cleaning/painting."
80
-
113.09
"Providing & applying wall painting in interior surfaces: Surface preparation by sander, filling of holes / cracks with putty and primer if required, supply and application of two coats of interior emulsion of make Asian or approved equivalent (water based, modified acrylic, interior with silicon additives) in all heights. Rate includes erection of scaffolding / movable scaffoldings, all tools, materials and labor, covering all important structures with sheets and tapes and cleaning total area after surface preparation, running loose materials, etc."
400
-
72.69
Providing & applying wall primer in interior surfaces: Supply and application of single coat of wall primer of make Asian or approved equivalent for interior surfaces (modified acrylic, water-based alkali resistant primer-cum-sealer with silicone additives ). Rate inclusive erection of scaffolding /movable safety harness like parapet anchorfor all heights/depths, all tools, materials, labour etc.
400
-
29.78
"Providing & applying textured painting in interior / exterior surfaces: Surface preparation by water jetting and sander, and cutting the repair portion into proper geometric shape, supply and application of one coat textured paint of make Asian or approved equivalent (modified acrylic, silica based product) to match the existing textured surface in geometry and design. Rate inclusive erection of scaffolding /movable safety harness like parapet anchorfor all heights/depths, all tools, materials, labour etc."
100
-
209.73
"Providing & applying enamel painting in interior / exterior surfaces: Surface preparation by water jetting and sander, supply and application of single coat of wall primer (modified acrylic, alkali resistant primer-cum-sealer with silicone additives ) and two coats of enamel (gloss enamel). For metal / wooden surface suitable metal primer of zinc base / wood primer has to be used in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc."
100
-
121.17
"Providing & applying wood finish coats: Surface preparation using paper 180 and then using and paper 320 and wipe clean, supply and application of one coat of sealer base coat and two coats of acid curing solvent based 2 pack of wood finish at an interval of about 24 hours. Sand lightly with and Paper 320 between the two coats. Rate inclusive of filler if required in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. "
25
-
726.91
"Providing & applying of Lime Wash: Surface preparation by water jetting and sander, supply and application of two coats of lime wash of approved make as per manufacturer specification in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. "
20
-
48.47
"Providing & applying wall putty: Supply and application of water resistant white cement based putty on interior surface after thorough cleaning as per manufacturer specification of make Birla / JK of maximum thickness 1.5 mm in all heights. Rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. "
20
-
69.32
Providing and injecting chemical emulsion for Post- Constructional Anti-termite treatment using chemical Imidacloprid 30.5% SC at 2.1ml per litre of water covering entire building internal as well as external wall. The quoted rate shall be inclusive of all tools, tackles, labours, chemical/material cost etc complete.
40
-
70.86
Dismantling false ceiling, partition walls including stacking of serviceable materials at designated location and disposal of unserviceable materials to the designated place within the Refinery premises as per instruction of engineer in charge
40
-
49.62
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking the material at a yard within the Refinery premises as per instruction of engineer in charge
40
-
338.7
Providing and laying PVC roll / tile of approved shade, texture of 2mm thickness homogenous, unbaked, flexible, antistatic PVC tiles conforming to BS: 2050, table-2, IS 3461 / 3462 in floor, skirting, fixed over base floor / surface by means of a continuous coating of rubber adhesive (as per manufacturers' specification ) over the base floor / surface including cleaning the finished surface with approved detergent to remove stains etc. all complete. Removal of damaged existing membrane to be carried out if required.
20
-
1381.44
Providing and fixing false ceiling with 12 mm thick plain / semi perforated or with design ceiling tiles of Glass Reinforced Gypsum (GRG Tiles) confirming to JC/T 799 - 1988 (1996) or IS 2095 Part - 3 1996 to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately). Rate inclusive of scaffolding
20
-
1059.51
Providing and fixing false ceiling with 12 mm thick plain / semi perforated or with design ceiling tiles of BWP type phenol formaldehyde synthetic resin bonded pressed particle board conforming to IS: 3087 finished with a coat of aluminium primer on both sides & edges and two coats of synthetic enamel paint of approved quality on exposed face fixed to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer (aluminium frame work shall be paid separately).
20
-
1351.67
Providing and Fixing false ceiling using pre laminated particle board with decorative lamination on one side and balancing lamination on other side to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer. Rates are inclusive of scaffolding (aluminium frame work shall be paid separately
20
-
1392.46
Providing and Fixing false ceiling using (ACP) - 4 mm thick (0.5 mm thick aluminium sheet on top & bottom sandwiched with 3 mm thick core material confirming to BS 1467 in combination with approved Solid and Metallic color panels Laminated sandwiched composite panel to a grid made out of anodized aluminium (with 15 micron anodic coating) T - sections 35 x 15 x 1.5 mm size main runners and cross runners 23.5 x 19 x 1.5 mm fixed to main runners placed 600 mm centre to centre both ways so as to form a grid of 600 mm square. the frame work shall be suspended from ceiling by level adjusting hangers of 6 mm dia MS rod fixed to roof slab by means of ceiling cleats. the suspenders shall be placed 600 x 1200 centre to centre including fixing to the frame with CP brass screws and applying priming coat of zinc chromate yellow primer. Rates are inclusive of scaffolding (aluminium frame work shall be paid separately) -
25
-
2095.86
Supplying and fixing in position 35mm thick single or double leaf full paneled wooden shutters of first class country wood, consisting of bottom rail 250mm wide, lock rail 150mm wide and remaining shall be 100mm wide, fixed with panels of 25mm thick wooden plank including with black enameled MS butt hinges with necessary screws, providing two coats of synthetic enamel paint over a coat of primer etc., complete.
2
-
7932.74
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 - 35mm thick including ISI marked stainless steel butt hinges with necessary screws.
4
-
2961.75
Providing and fixing second class teak wooden frame for doors, windows, cupboards, air conditioners, frame work for partition and ceiling or any wooden work with necessary fixtures and fastenings including necessary hold fasts, polishing teak frame or painting frame with transparent paint, applying two coats of Coal Tar preservatives on the sides in contact with wall for fames (and for ceiling frame while surface to be coal tarred) including making necessary grooves, grouting, making good all damages done inclusive of all labor, material etc. complete.
1
-
143304.05
Providing and fixing for flush doors with 3 mm decorative veneering of approved shade/pattern with all labor, materials etc. complete.
4
-
625.29
Providing and fixing window/ventilator/door glass panes with float / pinned glass of thickness 4 mm, fixing with necessary pins and best quality putty or with wooden batten as necessary including removing old damaged glass, disposing of the same as directed all labor and materials etc. complete at all heights. or in wooden/aluminium door, window, ventilator shutters and partitions etc. with PVC / neoprene gasket etc. complete as per the architectural drawing and the directions of engineer-in-charge. (cost of aluminium snap beading shall be paid in basic item):
40
-
1374.82
Providing and fixing IS : 3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete.
20
-
1259.06
Providing and fixing bright finished brass 100mm mortice latch and lock ISI marked with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS:1868) aluminium lever handles with necessary screws etc. complete
20
-
1001.07
Providing and fixing Stainless Steel Tower Bolts of grade 304 and size 10" of approved make
4
-
349.5
Providing and fixing Stainless Steel Door Handles of grade 304 of approved design
4
-
278.94
Providing and fixing Stainless Steel Aldrops of grade 304 of approved design
4
-
697.89
Providing and fixing anodized aluminium work (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of 15 micron) for doors, windows, ventilators and partitions/False ceiling framework with extruded built up standard tubular / appropriate Z sections/tee/angle sections and other sections of approved make, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC / neoprene felt etc. Aluminium sections shall be smooth rust free, straight, mitered 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 and paneling to be paid for separately):For fixed portion, minimum Anodic coating of Grade AC 15 shall be provided
30
-
490.62
Same as Sl. No. 1030 as above, but 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 PVC / neoprene gasket required (Fittings shall be paid for separately)
20
-
606.38
Providing and fixing powder coated aluminium work consisting of tee / angle sections/extruded built up standard tubular/ appropriate Z sections , of approved make conforming in frames of false ceiling/doors ,windows, ventilators and partitions including aluminium angle cleats with necessary C.P brass / stainless steel sunk screws, aluminium perimeter angles fixed to wall with rawl plugs @ 450mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6mm dia with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately).
10
-
761.83
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade I Type II, in paneling fixed in aluminium 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.
15
-
1145.5
Providing and fixing 6mm dia G.I level adjusting hangers (upto 1200mm length) fixed to roof slabs by means of ceiling cleats made out of G.I flat 40x3mm size 60mm long and expansion hold fasteners 12.5mm dia 40mm long complete as per directions of Engineer-in-charge.
10
-
110.25
Providing and fixing in position first quality non reflective type polyester SUN CONTROL FILM of Garware or equivalent approved make of 25 micron thickness including cleaning the door/ventilator panes,trimming the edges etc. complete as per the instructions ofEngineer-in-Charge.
20
-
606.38
Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be molded with fire resistant grade unsaturated polyester resin and chopped mat . Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
4
-
542.43
Providing and fixing to existing door frames 30 mm thick Glass Fibre Reinforced Plastic (FRP) paneled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, molded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames.
4
-
3803.8
Supply and fixing of UPVC white color windows with 4mm glass and necessary accessories as per the directions of EIC including necessary labor, tools, tackles etc.
20
-
5055.44
Special works
-
-
-
PROVIDING, ERECTION & DISMNATLING OF SCAFFOLDING FOR ALL HEIGHTS: Job involves erection of scaffolding at the required locations using 1-1/2 inch dia steel tubular pipes with suitable clamping arrangement ,providing steel gratings, access staircase system at required locations firmly tied on to the scaffolding pipes, removal of the steel gratings & scaffolding materials on completion of the job. The job shall be carried-out as per CPCL Scaffolding procedure. The job also includes supplying of all types of tools & tackles, lifting arrangements like chain pulley blocks, all consumables and labour to complete the job in all respects, supply & transportation of steel scaffolding materials & steel gratings to the work site etc. complete as per directions and approval of Engineer-in-charge. The payment will be made once irrespective of duration of scaffolding. (To be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.)
1000
-
147.74
Providing and applying approved EPOXY RESIN (prepared as per manufacturer's recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiseling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified in EIL specification # 6-68-56 and directed.
80
-
389.19
Supplying and grouting of foundation bolts / pump bed frames using premix free flow Non-Shrink grout approved, including surface preparation cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease, providing necessary shuttering etc. all complete as specified and directed.
800
-
101.43
Providing and fixing G.I. Chain link fabric fencing made of G.I wire of dia 4mm, PVC coated to achieve outer dia not less than 5mm in required color and shade 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. Dismantling and disposal of existing to be carried out if required
20
-
1146.36
Supplying and fixing PVC coated GI barbed wire of outer diameter 3 mm weighing 9.38 kg per 100m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. in all heights complete. Payment to be made per metre cost of total length of barbed wire used. Dismantling and disposal of existing wire to be carried out if required
4
-
21.9
Concertina coil fencing: Providing and fixing 750mm dia Green colour painted Razor type concertina fencing with all required clips, pins, etc as per the specifications(each concertina coil piece stretch to 9m length) concertina coil shall be fixed to the M.S. angle with 4 rows of same concertina runner wires over exisiting "x" type angle supports as per drawings. Rate shall be quoted on running metre of compound wall basis .(a) Diameter of Coil: 750mm, number of circles and number of clips are 72and 180 in each 9m of length. (b) Central core Wire: Core wire shall be of 2.6mm diameter made of high carbon spring steel of high tensile strength having minimum galvanized coating thickness equivalent to 230 grams per Sq.m. (c) Razor strip: 0.5mm thick hot dip galvanized and of width 19mm having series of barbed punched all along the length at regular intervals having minimum galvanized thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number) (d) Clips: 1.5mm thick made out of stainless steel.e. Runner wire: Shall be of same specifications as of central core wire.
1000
-
518.18
"Cleaning of septic tanks including removal of sludge with excrete, bottom sediments and waste water in all chambers, pumping, disposal of sludge with excrete, bottom sediments and waste water in a remote area within the Refinery premises; providing temporary block and arrangements to pump out the incoming sewage to suitable places as directed by Engineer-in-charge including removing and refixing of all types of covers / cover slabs in position, making free all in and outlet lines, all labors, tools, and tackles etc., complete. Septic tank of holding capacity (excluding free board)"
20
-
437.71
Supplying, fabricating, fixing and keeping in position at all levels and locations threaded M.S. ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, washer plates, closure plates,pipe sleeves etc. In foundations, pedestals, etc. as directed includinghandling & transporting, straightening if required, turning from relevant size. M.S. Rounds to required diameter, threading, welding,providing necessary templates and auxillary dummy structure, if any,necessary tying and welding, providing necessary templates and auxillarydummy strucutres, if any, necessary tying and welding with reinforcementbars, adjustment of shuttering & reinforcement/any other fixture,greasing exposed metal surfaces, covering bolts and packing the sleeveswith jute cloth etc. all complete as per drawing and specification anddirection of Engineer-in-Charge.
200
-
143.33
Supplying, transporting, storing, fabricating and fixing in position MS 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.
25
-
121.28
Fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement / any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed (SUPPLY OF BOLTS IN CPCL'S SCOPE).
30
-
78.17
Making POCKETS/HOLES of sizes any sizes in RCC/PCC works (taking all necessary safety precautions) by core cutting method for depth upto 500 mm, including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, cleaning the pockets of all debris, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary all complete at all heights & depths as specified and directed. Payment shall be made on the basis of cutting area
4
-
16153.1
Introducing new reinforcement bars for structural connections in RCC beams, lintels, 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 etc. complete including cleaning the drilled holes of loose dust by blowing air. the cost of reinforcement shall be payable separately. Upto and including for 12mm dia reinforcing bar
40
-
124.59
"Introducing new reinforcement bars for structural connections in RCC beams, lintels, 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 etc. complete including cleaning the drilled holes of loose dust by blowing air. the cost of reinforcement shall be payable separately. Bars of dia more than 12mm but not exceeding 20mm"
40
-
199.34
"Expansion Joint Treatment: Providing and fixing of low modulus, flexible adhesive used for elastic sealing on various substrates (one component sealant based on a modified silane polymer, which cures by reaction with moisture to a soft elastomeric thermoset product of density ISO 2811-1 @ 22°c) in expansion joints over a foam rod backing of make Loctite / Fosroc / Sika / BASF including chipping and removal APP membrane over the expansion joints, cleaning / surface preparation as per product specification including all tools, tackles, labor, transportation, testing for leak proofing etc."
20
-
1093.7
Supplying and placing in position HARD DRAWN STEEL WIRE FABRIC of 3mm dia. 50x50mesh @ 2.22kg/sqm as per IS:1566 post weld hot dipped galvanized with Zn loading of 250 gm/m2 ,to be used as reinforcement, including straightening, cleaning, cutting, bending, binding different portions with contractor's own 16 SWG black soft annealed wire, welding with spacer plates or lugs provided with skirts/on surface of structural steel members etc. complete, including cleaning of the surface, scaffolding for all heights and all labor and as per drawings/sketches, specifications and directions of the ENGINEER-IN-CHARGE.
250
-
182.38
"Substrate preparation: Removal of existing waterproofing materials / layers & disposal at designated place within refinery premises and Preparation, cleaning the concrete substrate using mechanized means as per the requirement of the APP membrane laying. Surfaces should be structurally sound, clean and free from loose particles, oil, grease, or any other contaminant"
40
-
104.22
Repairing surface irregularities: damaged concrete, if any, with Latex modified repair mortar of make Fosroc / BASF / Sika including a coat of bonding agent at required places where undulation is there
10
-
260.55
Providing and laying 4 mm thick APP (Atactic Polypropelene) modified reinforced bituminous waterproofing membrane over terrace and parapet including cleaning and preparation of the surface consisting of making good all the cracks and damages, filling potholes/ depressions, removing weak foam concrete/ plaster and refilling with same wherever required thus preparing smooth surface of the terrace, providing and applying one coat of cold applied bitumen based primer @ 0.2 to 0.4 litre per sq.mtr.; laying the membrane by torch welding over primer, providing 100 mm overlaps and appropriately pressing the membrane to remove any entrapped air, including fixing on parapet after providing 10 mm x 20 mm continuous groove in parapet for terminating the membrane and filling the groove with polyurethane sealant and continuing this treatment at rain water outlet points; providing finishing protective layer of 35 mm thk. PCC (1:2:4) in panels of maximum size 1200 mm x 1200 mm chequered finish with 24 SWG chicken wiremesh interposed in between finished smooth with joints between panels sealed with suitable polyurethane sealant; providing fillets of 75 mm radius with P.C.C (1:2: 4) at junctions of horizontal and vertical surfaces finished smooth; providing 450 mm x 450 mm khuras (rain water collecting pits) in 1:2:4 cement concrete at all outlets, leveled down by min. 25 mm, finishing, curing etc. all complete as per approved manufacture’s standard specifications and recommendations.
40
-
1580.16
Supply and apply a solvent-free, moisture tolerant, thixotropic, structural two part adhesive of make STP / Fosroc / BASF / Sika for filling of cracks including cutting and cleaning. compressive strength 60 N/mm2 (14 days) according to ASTM C 881; bond strength 11 N/mm2 (7 days) is according to ASTM C 882.
4
-
208.44
Drilling and fixing Teflon nipples in RC members including, Drilling Holes: Drilling 16 mm dia., upto 300mm deep holes in structural members horizontally and vertically in staggered manner at the intervals as per specification and drawing. Clean the holes by air blower prior to fixing nozzles and Insert 12 mm dia. Teflon nozzles in holes with the help of ikadur 31
20
-
208.44
Supply and apply a shrinkage free low viscous epoxy resin based injection grout of make STP / Fosroc / BASF / Sika. Compressive strength = 55 N/mm2 (7 days) Tensile strength 30 N/mm2 (14 days) Bond strength 10 N/mm2 (14 days) or concrete failure
10
-
937.93
Providing injection type post construction water proofing to concrete structures such as roof slabs, sunken portions, intersection of chajja & masonry, liquid storage tanks, etc. by installing minimum 12/15mm dia PVC / aluminium / GI nozzles at suitable intervals and mechanically injecting single component hydrophobic water-active flexible polyurethane of approved make at minimum pressure of 3 kg/sqcm as per manufacturer's recommendations. The rate shall include all materials, labor and operations and finishing, dismantling & assembling of false ceiling / under deck insulation works if any, making temporary water pool over the leaky portion and removal after work, in clude the cost of providing fixing and cutting off nozzle projections grouting holes, etc. complete as per the instructions of Engineer-in-Charge. (Only consumed chemical in grouting work to be measured for payment)
15
-
5002.25
Roof sheet works
-
-
-
Dismantling GI / asbestos / translucent sheets, ridges, gutters, curves, turbo ventilators, etc. in roofing's and wall claddings, including supply of all tools & tackles, consumables, cutting (by flame or saw) of fixing hooks, transporting and stacking the serviceable materials, cleaning the site and disposal / handing over of the unserviceable material to scrap yard anywhere within the Refinery premises, including all labor, tools all complete for all levels, as specified and directed.
40
-
132.99
"Providing and fixing color coated Licensee GALVALUME profile sheets of total coated thickness thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal / bolts of assorted sizes as directed by EIC, complete upto 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, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. (size, shape and pitch of corrugation as approved by EIC). Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process. Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet. For all roof areas including curved profile sheets for corners"
10
-
639.45
"Providing and fixing color coated Licensee GALVALUME profile sheets of total coated thickness thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal / bolts of assorted sizes as directed by EIC, complete upto 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, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. (size, shape and pitch of corrugation as approved by EIC). Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process. Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet. For all cladding areas. "
10
-
948.36
Providing and fixing color coated Licensee GALVALUME sheet Ridges plain (500 - 600mm) of total coated thickness thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc, using self drilling/ self tapping screws, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process. Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet.
4
-
432.18
Providing and fixing color coated Licensee GALVALUME sheet Barge board (Upto 300 mm) of total coated thickness (not less than) 0.5 mm of approved make as certified by BIEC International, Inc, using self drilling/ self tapping screws, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed. Nominal composition of the coating is 55% aluminum, 43.5% zinc and 1.5% silicon by a continuous hot dip process.Corrosion inhibitive primer and a top coat should have been applied on either side of the sheet.
4
-
363.83
Providing non-asbestos high impact polypropylene reinforced cement 6mm thick corrugated sheets of colour specified by EIC (as per IS: 14871) roofing upto any pitch and fixing with SS 304 J, or L hooks, bolts and nuts 8mm dia, GI plain and bitumen washers or with self drilling fastener and EPDM washers etc., (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required, scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed - For all roof areas.
10
-
460.85
Providing non-asbestos high impact polypropylene reinforced cement 6mm thick corrugated sheets of color specified by EIC (as per IS: 14871) roofing upto any pitch and fixing with SS 304 J, or L hooks, bolts and nuts 8mm dia, GI plain and bitumen washers or with self drilling fastener and EPDM washers etc., (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required, scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed - For all cladding areas.
10
-
931.25
Fixing available corrugated sheets roofing upto any pitch and fixing with SS 304 J, or L hooks, bolts and nuts 8mm dia, SS 304 plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete excluding the cost of purlins, rafters and trusses: corrugated sheets and including cutting to size and shape wherever required.
10
-
199.17
Providing and fixing close fitting adjustable ridges in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
502.74
Providing and fixing North light curves in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
499.43
Providing and fixing Barge boards in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
630.63
Providing and fixing S Louvers in non-asbestos high impact polypropylene reinforced roofing with suitable fixing accessories or self drilling fastener and EPDM washers, including scaffolding, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
4
-
439.9
Providing valleys (Gutters) upto 90 cm wide overall in 1.22mm thick Aluminium sheet fixed with SS / Aluminium alloy J, or L hooks, bolts & nuts 8mm dia G.I. limpet and bitumen washers, including supply and erection of suitable metallurgy brackets at 750 mm spacing, provisions for rain water pipe outlet (hopper head) / sealing, all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed by EIC.
4
-
2761.68
Providing & fixing 2mm thick profiled polycarbonate roofing sheet roofing (embossed clear) of Lexan / Everest up to any pitch, including fixing with SS 304 'J' or 'L' hooks, bolts & nuts 8mm dia. SS 304 plain/bitumen washers, complete but excluding the cost of purlins, rafters, trusses etc. including all labor, tools supervision, height work / safety permits, safety precaution all complete for all levels, as specified and directed.
10
-
2094.71
Supplying and fixing approved Turbo Ventilators / Exhausters of turbine dia of not less than 28", neck/throat dia of 24" with 18" high made of SS 304 vanes of 0.5mm thick, top plate & mounting rings of 0.8mm thick; zinc plated high carbon steel of 18mm dia centre shaft, inner / outer arms with 2 nos. of self lubricating twin sealed approved bearings with all necessary accessories including 2mm thick clear FRP venturi dome (base plate) to suit existing roofing sheets' profile, sealing joints, removing and refixing of existing roof sheets and disposing of debris generated within the refinery premises, all labor, tools supervision, safety permits, safety precaution all complete for all levels, as specified and directed.
2
-
7190.73
Renewing glass panes, with glazing clips and special metals ash putty of approved make, and metal beading with screws (Cost of aluminium beading shall be paid separate under relevant items of work) wherever necessary including removal of damaged old glass panes if required, racking out old putty and disposal of unserviceable materials within Refinery premises as directed by Engineer-in-Charge using wired glass panes of thickness 6 mm.
10
-
2970.1
Refractory works
-
-
-
Renewal of Castable refractory lining of any other equipment within refinery premises damages as marked by inspection / in Inspection work list, including removal of existing lining carefully using electric pneumatic chippers, transportation of required materials from owners storage point to site of work, mixing & laying of Castable refractory by pan mixer and needle vibrator with necessary shuttering and tools & tackles, as per codes / specifications / inspection procedures / scope of work and work details. Cost includes all consumables, labor mobilization & de-mobilization of resources to complete the job in all respects, returning of unused materials to owners storage point and transporting, disposal of the generated debris / scrap material in the designated place within the refinery premises as directed by Engineer-in-Charge - For Castable refractory replacement of thickness upto 150 mm.
6
-
7018.78
Renewal of Castable refractory lining of any other equipment within refinery premises damages as marked by inspection / in Inspection work list, including removal of existing lining carefully using electric pneumatic chippers, transportation of required materials from owners storage point to site of work, mixing & laying of Castable refractory by pan mixer and needle vibrator with necessary shuttering and tools & tackles, as per codes / specifications / inspection procedures / scope of work and work details. Cost includes all consumables, labor mobilization & de-mobilization of resources to complete the job in all respects, returning of unused materials to owners storage point and transporting, disposal of the generated debris / scrap material in the designated place within the refinery premises as directed by Engineer-in-Charge - Refractory replacement job in floor area. Insulating castables upto 175mm thick followed by 75mm thick refractory fire brick
6
-
6487.29
Plumbing works
-
-
-
Dismantling pipe lines of upto 6 inch dia including GI, PVC, CPVC, Cast iron, stone ware etc. including of all tools and tackles and disposal to scrap yard
100
-
45.1
Supply and Laying galvanized iron pipes and fittings including supply of Teflon tape, white lead, treads, rubber / asbestos gaskets, nylon washers, etc. cutting the pipes to required lengths, making threads, including laying of pipes on sleeper, walls, erecting piping on columns, etc. for pump station, overhead tanks, etc. including joining the pipes and fittings with threaded connections, return of unused / scrap / unserviceable materials to owner's store and material reconciliation etc. complete as per specifications, drawings and instructions of Engineer-in-Charge - Pipes of dia 1/2"
10
-
350.46
Supply and Laying galvanized iron pipes and fittings including supply of Teflon tape, white lead, treads, rubber / asbestos gaskets, nylon washers, etc. cutting the pipes to required lengths, making threads, including laying of pipes on sleeper, walls, erecting piping on columns, etc. for pump station, overhead tanks, etc. including joining the pipes and fittings with threaded connections, hydrostatic testing of the piping, return of unused / scrap / unserviceable materials to owner's store and material reconciliation etc. complete as per specifications, drawings and instructions of Engineer-in-Charge - Pipes of dia 3/4"
10
-
434.57
Same as Item-1630 above, but for Pipes of dia 1"
10
-
637.83
Same as Item-1630 above, but for Pipes of dia 1 1/4"
10
-
801.38
Same as Item-1630 above, but for Pipes of dia 1 1/2"
10
-
936.89
Same as Item-1630 above, but for Pipes of dia 2"
10
-
1292.02
Same as Item-1630 above, but for Pipes of dia 3"
10
-
2020.98
Same as Item-1630 above, but for Pipes of dia 4"
10
-
2871.41
Same as Item-1630 above, but for Pipes of dia 6"
10
-
4348
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes - Class 1 (Internal - Exposed on wall), having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fi ttings including fixing the pipe with clamps at 1.00m spacing for non-embedded works. This includes jointing of pipes & fittings with on step CPVC solvent cement and testing of joints, scaffolding complete as per direction of Engineer-in-charge for pipes of 1/2" dia - Dismantling and disposal of existing to be carried out if required
10
-
172.9
Same as Item-1710 above, but for Pipes of dia 3/4"
10
-
259.35
Same as Item-1710 above, but for Pipes of dia 1"
10
-
404.2
Same as Item-1710 above, but for Pipes of dia 1 1/4"
10
-
648.35
Same as Item-1710 above, but for Pipes of dia 1 1/2"
10
-
890.16
Same as Item-1710 above, but for Pipes of dia 2"
10
-
1481.27
Providing and fixing on wall face unplasticised rigid PVC - Sch. 40 rain water pipes/ water line pipes conforming to IS: 13592 type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion (single socketed pipes) with necessary fittings / accessories etc. complete. Rate inclusive of scaffolding, Dismantling and disposal of existing to designated place/scrap yard (PVC / Cast iron) to be carried out as directed if required - For pipes of 1/2" dia
10
-
153.04
Same as Item-1770 above, but for Pipes of dia 3/4"
10
-
209.12
Same as Item-1770 above, but for Pipes of dia 1"
10
-
309.58
Same as Item-1770 above, but for Pipes of dia 1 1/4"
10
-
414.71
Same as Item-1770 above, but for Pipes of dia 1 1/2"
10
-
489.47
Same as Item-1770 above, but for Pipes of dia 2"
10
-
674.05
Same as Item-1770 above, but for Pipes of dia 3"
10
-
1364.43
Same as Item-1770 above, but for Pipes of dia 4"
10
-
1936.87
Same as Item-1770 above, but for Pipes of dia 6"
10
-
3398.26
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Dismantling of existing tank and disposal to designated place within refinery premises to be carried out as directed by EIC if required
500
-
10.66
Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete.
10
-
1658.16
Providing and fixing booster pump of 0.5 HP capacity (Suguna/Besten/Texmo/CRI etc.) inclusive of necessary fixtures and labor charges
2
-
5142.06
Providing and fixing booster pump of 1.0 HP capacity (Suguna/Besten/Texmo/CRI etc.) inclusive of necessary fixtures and labor charges
2
-
7994.23
Providing and fixing P.V.C. waste flexible pipe 32 mm dia for sink or wash basin including P.V.C. waste fittings complete.
13
-
93.72
Providing and Fixing 15mm dia connector hose of 600 mm long including cost of labors, fittings, fixtures, tools, tackles etc complete.
13
-
224.91
Providing and fixing 20 mm float valve with reducer if required of approved make
10
-
980.13
Proving and fixing white vitreous china wash basin of size 580x430x200 mm of make Johnson (model no. P0515PW) / hindware / parryware along with all clamps for fixing.
2
-
3164.18
Providing and fixing of Stainless steel sink of inner dimensions not less than 460 x 460 x 230 mm with necessary fittings / accessories etc.
2
-
2880.28
Providing and fixing white urinal basin of make Johnson(model no P0519PW) / hindware / jaguar of size 380 x 420 x 600 mm along with clamps.
2
-
6806.84
Providing and fixing white vitreous china pedestal type water Closet (European type / wash down type) water closet pan of Dimensions 561x360x412 mm / 481x363x405 mm make Johnson (model No. G0147PW / G0146PW) / hindware / parryware along with necessary trap, seat cover.
2
-
7840.98
Providing and fixing white vitreous china pedestal type water Closet (Indian type) water closet pan of Dimensions 490 x 390 x 185 mm make Johnson (model No. P0442PW) / hindware / parryware along with necessary trap, fittings, etc.
2
-
3303.09
Supply and fixing of Manual Soap oil dispenser of capacity 500 ml in ABS Plastic of make Diversey/Kimberley Clark.
5
-
2767.28
Supply and fixing of Manual Soap oil dispenser of capacity 500 ml in stainless steel.
5
-
758.52
Supply and fixing brass health faucet coated with SS finish of make Johnson (model No. S0030C) hindware / ess ess along with necessary fittings, hose and labor
5
-
1157.63
Providing and fixing Shower Rose 200 mm dia (S1731C) of make Johnson or approved equivalent
2
-
2756.25
Supply and fixing of bib cock Johnson (model No. T2405C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
5
-
1488.38
Supply and fixing of concealed stop cock Johnson (model No. T2413C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
10
-
1653.75
Supply and fixing of Pillar cock Johnson (model No. T2401C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
5
-
1488.38
Supply and fixing of Angle cock Johnson (model No. T2110C) along with flange (quarter turn type) of make Johnson/ hindware / ess ess along with necessary fittings and labor
13
-
599.49
Supply and fixing of waste hose coupling for wash basins, sinks and urinals
5
-
544.36
Supply and fixing of Flush tank - 10 litre Capacity of make Johnson (model No. P2827PW) / parryware along with necessary fittings and labor
10
-
1639.97
Supply and fixing of EWC seat cover of make Johnson (model No. G0125PW) / parryware along with necessary fittings and labor
10
-
2149.88
Providing and fixing Urinal partition of Lacquered Etching Glass of thickness not less than 12mm thick along with necessary fittings design approved by EIC
10
-
2669.16
Proving and fixing Towel Ring of make Johnson (model no. T0251C) / hindware / jaguar along with necessary fittings
10
-
1190.7
Supply and fixing of towel rod in SS 304 of make Johnson (model no. T0250C) or equivalent as per EIC
10
-
1587.6
Supply and fixing of Corner Glass Shelf (with Bracket) of make Jaguar (model no. ACN-1173) / ESS / Johnson / Hindware or equivalent as per EIC
10
-
1455.3
Providing and fixing Tissue Paper Holder of make Johnson (T1354C) or approved equivalent
10
-
1251.34
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 15mm nominal bore
4
-
1170.86
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 20mm nominal bore
4
-
1737.54
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 25mm nominal bore
4
-
2244.69
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 32mm nominal bore
4
-
3060.54
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 40mm nominal bore
4
-
4472.85
Providing and fixing brass gate valve with CI wheel of approved quality (R Brand) with ISI mark (Screw ended) 50mm nominal bore
4
-
6102.34
Providing and fixing false flooring using 35mm thick x 600mm x 600mm Steel encapsulated cementations core of wt 12.5 kg with design UDL of 1350 kg / m2 or more with substructure of 100 x 100 x 2mm thick galvanized base plate Pedestals of 100x100x2mm thick galvanized base plate die pressed orbitally riveted to 25mm OD 2.20 mm thick G.I. zinc coated pipe to engage, the pedestal head assembly consisting of 75mmx75mmx3.5mm, mechanically locked to corresponding threaded stud 16mm dia OD which is designed to engage the pedestal base assembly, the assembly shall provide a range of a height adjustment up to 50mm with the help of two check nuts. The pedestal shall withstand Axial Load of 2200kg. The sub structure assembly shall be suitably anchored to the floor with manufacturer recommended Anchor Fasteners or Epoxy Resin to achieve a Finished Floor Height of 450mm.
3
-
4765
Providing & fixing 6mm thick UV stabilized multi wall poly carbonate sheet roofing with self drilling fastener, EPDM washer, necessary end cap, sealing tape, H-bar, gaskets and breather tape, welding of cleats over the existing structural frames (Plates will be supplied by CPCL) for fixing of sheets etc. and sealing joints with compatible silicone sealant etc. including making drill holes / cut opens, scaffolding if required complete but excluding the cost of purlins, rafters, trusses aluminium L angles etc. The sheets shall be opaque or translucent, clear or pigmented as specified.
3
-
1044.3
Hiring of Earth moving and other Machnineries
-
-
-
Hiring of machineries on demand basis. The quoted rate is inclusive of charges towards mobilization if any, hire charges, consumables fuel / oils / lubricants, operator crew's costs, supervision, overhead & profit, safety permits, safety precaution etc. complete.
-
-
-
For Tipper lorry of capacity 8-10 Cum
15
-
5705.44
For supply of potable water in tanker of 24 KL capacity
13
-
11410.88
For Tractor with trolley
175
-
2282.18
For Tractor mounted pneumatic breaker with operator and one semiskilled manpower assistance
75
-
6592.95
For Dozer D-80-A 12 or equivalent
13
-
10650.15
For continuous tracked tractor Hydralic Excavator (3D) with attachments such as a breaker, a grapple or an auger.
13
-
10143
For wheeled Hydralic Excavator (3D) with attachments backfill (or dozer) blade (11 to 18 tonnes).
13
-
9509.07
For wheeled Hydralic Excavator (3D) with concrete breaker attachment (11 to 18 tonnes).
13
-
15214.5
For mini excavator / Bobcat
10
-
5071.5
Supply of gully sucker trucks on hire basis with inbuilt vacuum suction using super suction machine and tanker of minimum 6 KL capacity with necessary suction / delivery hoses of sufficient lengths (upto 200 m) and personnel's of 2 (two) nos. in addition to a driver and cleaner to handle the floating oil/other material as instructed by EIC. The quoted rate is inclusive of charges towards fuel/oils/lubricants, operator crew's costs, mobilization etc. complete.
75
-
10143
Oil Sludge/Spill Handling works
-
-
-
Removal of oil /asphalt spillage from paved area within plant area by sprinkling fine aggregate (M sand) on the area of oil spill, removing and disposing the oily earth to sludge lagoon/bio-remediation pit situated in ETP-II. Further, hot water shall be used for spillage removal and final cleaning wherever required. The hot water mixed with oil, muck etc. shall be routed to the nearest industrial oil water sewage manhole. , Rate includes the cost of labour, tools, tackles, cost of fine aggregate (M sand),etc. all complete.
1000
-
67.25
Removal of oil /asphalt spillage from paved area by sprinkling fine aggregate (M sand) on the area of oil spill, removing and disposing the oily earth to sludge lagoon/bio-remediation pit situated in ETP-II, including the labour, tools, tackles,cost of fine aggregate (M sand) ,etc. all complete.
500
-
57.17
"Removing spillages such as bitumen / asphalt / wax / Lube oil/sludge etc. manually from storage tank farms, pump houses, filling, handling areas and/or from the storm water drains/culverts, roads and/or from any other locations as directed, from time to time by scrapping, de-canding using spade and other tools, collecting the scrapped stuff in open drums of 200 litres capacity (i.e. 90% fill without spillage) stack the drums filled with collected stuff on the sides of roads, outside the tankfarms or any other suitable nearby site of work as directed by Engineer-in-charge (Empty oil drums will be supplied by CPCL from stores / WH / available at various places. The contractor has to make its own arrangement for shifting from issue location to site of work and cut open the top lid of drums) including all labour, tools & tackles, etc. Unit of measurement shall be per drum. "
1000
-
201.72
Collecting of drums filled with oily sludge / asphalt muck / debris etc., from Refinery - I, II, III, offsites, Co-Gen and R&D locations of Refinery premises, intercarting and neatly stacking the drums at Asphalt/FO reclaimer units at OM&S-I/II area including all types of tools & tackles, labour, etc., removal of oil spills during carting by spreading sand, scraping the area all as directed by Engineer-in-Charge. Unit of measurement shall be per drum.
2500
-
71.72
Collecting of drums filled with oily sludge / asphalt muck / debris etc., from Refinery - I, II, III, offsites, Co-Gen and R&D locations of Refinery premises and intercarting through south gate and neatly stacking the drums etc.at ETP/MTF area within the Refinery premises, including all types of tools & tackles, labour, etc., removal of oil spills during carting by spreading sand, scraping the area all as directed by Engineer-in-Charge. Unit of measurement shall be per drum.
1500
-
116.55
Collecting of drums filled with oily sludge / asphalt muck / debris etc., from ETP II/TTP/MTF locations of Refinery premises, intercarting and neatly stacking the drums at sludge pits at ETP/MTF area within the Refinery premises, including all types of tools & tackles, labour, etc., removal of oil spills during carting by spreading sand, scraping the area all as directed by Engineer-in-Charge. Unit of measurement shall be per drum.
500
-
49.31
Excess amount over items # 2300, 2310 & 2320 for emptying the content of the drums into the recalimer or sludge pits and neatly stacking the empty drums as directed. Unit of measurement shall be per drum.
4500
-
8.97
"Removing oil sludge / muck /oil mixed earth in tank farms and other surrounding areas by surface excavation not exceeding 30cm in depth and any mechanized removal of floating oil/spilled asphalt/lube oil/oil sludge/muck at any loaction as directed by EIC and disposal of the same in sludge pits / bio-remediation sites at ETP-II area/Amullaivoyal area; with all lifts and maximum radial lead of 7 km complete including all loading, unloading, transportation and removing oil spillage during transporting by spreading M sand, scraping the area all as directed with all labour, tools, tackles, transport supervision, safety permits, safety precaution etc. as per direction of the Engineer-in-Charge. (8.7% of volume will be deducted towards voids)"
1000
-
537.89
Acid Proof Lining works
-
-
-
Providing and laying anticorosive solvent free Araldite or approved Epoxy Screed 5mm thick consisting of Araldite 257, 100 parts by wt. and hardner 140, 50 parts by wt. plus necessary quartz sand over a primed surface with primer coat with Araldite GY 257 and Hardner 140 in the same ratio. two top coats over epoxy screed with Araldite 257 and Hardner 140 in the ratio of 100:50 parts complete as per Manufacturers' specifcation including preparation of surface to receive the treatment.
25
-
2561.32
Supplying and laying acid resistant tile lining using 230 x 115 x 38 mm thick A.R. Tiles confirming to (IS : 4860 class -II) bedded in Potassium Silicate cement mortar (IS : 4832 Part -I) 6 mm thick, joints will be racked and filled with phenolic resin (IS : 4832 Part -II) to full depth of tile, including an under layer of 10 mm thick bitumen mastic membrane over a coat of bitumen primer and chemical treatment by acid etching of the defect free concrete surface etc., as per EIL standard specification 6-65-0062 complete.
25
-
4268.86
Providing acid / alkali proof lining with bitumen mastic of 20mm thick on cement plaster surfaces / masonry / RCC surfaces including supply of all materials, application, finishing, testing etc., as per EIL standard specification 6-65-0061 complete. and direction of Engineer-in-charge
25
-
1921
Dismantling of wornout acid /alkaline proof tile lining / bitumastic works including disposal of unserviceable materials at designated place within the Refinery premises as directed with a maximum lead of 2 km including all labour, tools, etc. complete.
25
-
320.17
Road Work
-
-
-
"Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications."
300
-
611.89
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
500
-
206.17
WET MIX MACADAM: Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
250
-
2919.42
Providing and laying to required camber GRANULAR BASE WET MIX MACADAM ,comprising of coarse aggregate 53 mm & down size as per specification including preparation of mix in approved mixing plant with controlledaddition of water ,spreading with paver finisher or motor grader &rolling with 10 MT roller(vibro roller) in layer of compacted thickness150mm as directed by Engineer in Charge.
75
-
3087
Structural works
-
-
-
"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."
5
-
4894
Supplying, transporting, storing, fabricating & erecting in position bolted and / or welded STRUCTURAL STEEL WORKS like angles ,channels, beams, plates, pipes, tubes 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 , 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 50 micron DFT(b) Two coats of Epoxy primer paint 50 micron DFT each(c) Two coats of Anti Rust epoxy top coat paint 75 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 manual cleaning prior to erection as per specifications & as directed by Engineer-in-charge. Supply of all materials in contractor's scope.
1
-
127908.75
SUPPLYING, TRANSPORTING, FABRICATING, ERECTING AND FIXING IN POSITION as per the specifications, ELECTROFORGED HOT DIP GALVANISED GRATINGS (GI coating weight shall be 305gm/Sqm as per IS 4759) of the approved design and pattern and erecting & fixing of fabricated steel work on operating floors, platforms, stair landings & treads,drain cover etc., at various levels including supply of all GI fixtures like edge plates for treads ,clips, studs, bolts, welding if required and nosing for the treads and etc., complete, as per drawings, specifications & as directed by Engineer-in-Charge.
1.5
-
132311.33
Supplying Galvanised MS CHEQUERED PLATE,transporting ,cleaning & fabricating & fixing on floors as cable trench covers including grinding edges & supplying all bolts,nuts ,washers etc. complete .The Galvanised MS Chequered plate(6mm to 10mm thick) to be fixed to the supporting beam with help of 12mm dia. counter sunk bolts at 400mmc/c including necessary modifications for supporting structure,drilling holes in plates and supporting structures etc. all complete as per drawings ,specifications and directions of Engineer in Charge.
0.5
-
128684.49
Supplying, fabricating, erecting STAINLESS STEEL WORKS including gratings (SS Grade 304 ) to required profile and size as filter in drain with necessary fittings including straightening if required, cutting, bending, welding, grouting , cleaning, surface preparation as per specifications etc. all completed as specified and directed by Engineer-in-Charge.
50
-
620.79
"Supplying,handling,transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS MS bolts of grade 5.8 or more,Galvanised with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors,roofs ,beams( sides and bottom), walls,columns etc. according to manufacturer's specifications including all accessories like nuts ,washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed by Engineer-in-Charge"
10
-
463.26
Same as Item-2510 above, but for 16mm dia.
10
-
555.93
Same as Item-2510 above, but for 20mm dia.
10
-
741.24
Same as Item-2510 above, but for 24mm dia.
5
-
1389.79
"Supplying,handling,transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of MS threaded rod of grade 5.8 ,Galvanised with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia at specified positions on concrete floors,roofs ,beams( sides and bottom), walls,columns etc. according to manufacturer's specifications including all accessories like nuts ,washers etc. of required size,testing ,necessary scaffolding,drilling of the holes in concrete surface with electric drill,cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed by Engineer-in-Charge."
10
-
926.53
Same as Item-2550 above, but for 16mm dia.
10
-
1111.84
Same as Item-2550 above, but for 20mm dia.
10
-
1482.45
Same as Item-2550 above, but for 24mm dia.
10
-
2316.32
Fabricating & erecting in position bolted and / or welded STRUCTURAL STEEL WORKS like angles ,channels, beams, plates, pipes, tubes 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 , 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 50 micron DFT(b) Two coats of Epoxy primer paint 50 micron DFT each(c) Two coats of Anti Rust epoxy top coat paint 75 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 manual cleaning prior to erection as per specifications & as directed by Engineer-in-charge. CPCL will supply Structural steel members like angle, channel, beam, plate, tubes, etc at free of cost at CPCL stores and contractor has to arrange for collection & transportation of the same to site. Supply of all other materials except structural steel members in contractor's scope.
3
-
61287.98
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 safetyprecautions 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, labour for loading
25
-
6945.75
Supply of FRONT CABIN HYDRA of minimum capacity 12-T on hirebasis on all working days from Monday to Saturday on 8 hrs.shift,inclusive of driver,one assistant,all consumables like diesel etc.,withall safety precautions within CPCL Refinery premises.The quoted rateshould include mobilization, operator crew's/driver /assistant cost,loading, transporting, unloading, labour, tools, tackles etc. completeas directed by Engineer-in-Charge.
25
-
11576.25
Transporting and disposing the earth, construction debris, building rubish and other refuse materials such as waste insulation, papers, plastics and garden / tree waste, etc., (excluding metal scrap and electrical / instrument cable materials) to be removed from Refinery premises including ETP, MTF and TTP area after segregation of steel scrap, electrical / instrument cable and other serviceable materials, etc. to the designated area (Amullaivoyal/ Vaikkadu Village) outside the refinery premises upto a lead of 7.00km, including re-excavating the deposited soil excavated earlier & stacked, 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 using mechanical means (Hydraulic Excavators/trucks) / Manually as directed by Engineer in Charge. (Note: The payment shall be made on quantities, measured on truck basis with 30% deductions for voids)
1000
-
267.42
Clearing jungle including uprooting of vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level, collecting all removed vegetation etc. bundling into heaps and disposal at designated locations inside the Refinery premises as directed by EIC with contractor's own transport, all tools, tackles, labour etc. all complete as directed by the Engineer-in-Charge.
2500
-
15.44
Felling of trees including cutting of trunks and branches, removing the roots and disposal of unserviceable material outside the refinery premises with all leads and lifts.
-
-
-
Same as #2750 for Girth 60 cm @ 1m above GL
100
-
450.93
Same as #2750 for 60cm Girth 120 cm @ 1 m above GL
25
-
2013.17
Same as #2750 for 120cm Girth 240 cm @ 1 m above GL
5
-
9347
Same as #2750 for Girth 240 cm @ 1 m above GL
5
-
18720.45
Providing and laying 50 mm thick Bitumen Premix Carpet with 80/100bitumen of grade VG-30 including mixing stone chips,grit ,laying toproper grade and camber in layers with 35 mm thick first layerconsisting of 25 mm and down size aggregate and 15 mm thick second layerwith 12 mm and down size aggregate,including the preparation of surface,rolling premix carpet with 8 to 10 ton road roller,providing androlling seal coat of 6mm thick to proper grade and camber,spreading sandor stone dust over finished surfaces including brushing and clearing WBMsurface etc.,all complete as per specifications and directions ofEngineer-in-Charge.
500
-
394.15
Providing and applying tack coat using hot straight run bitumen of gradeVG-10, the bitumen withmechanically operated spray unit fitted on bitumen boiler, cleaning andpreparing the existing road surface as per specifications onbituminous surface @ 0.50 kg / sqm
500
-
24.26
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