Chennai Petroleum Corporation Limited Tender
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Chennai Petroleum Corporation Limited - CPCL Tender
Eprocure
Opening Date25 May 2021
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Civil And Strucutral Works In Cpcl Manali
Description
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Contact
Tender Id
2021_DGMMC_8058_1Bid Award Id
ViewTender No
CPCL/PMC/T-006/2021-22Tender Authority
Chennai Petroleum Corporation Limited ViewPurchaser Address
-Website
http://https://www.cpcl.co.in/
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Documents
BOQ Items
CUTTING THE HEADS OF RCC PILES of 600 mm diameter including exposing, cleaning, bending of the reinforcements, making site clean for casting of pile cap, staging's and disposal of the debris/surplus earth at designated places upto a lead of 7km (Vaikkadu village) outside the refinery premises etc., all complete as per the specifications and directions of Engineer-in-Charge.Maximum Cut off level below existing ground level=5m.Excavation & Backfilling for the same will be paid separately under relevant Items.
10
-
8124
EARTHWORK EXCAVATION in all types of soil depth up to 1.5 m, including soft or hard murrum, but excluding soft and hard rock, using mechanical means (Hydraulic Excavators) / Manually including clearing away of vegetations, 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 shoring and strutting and providing temporary supports to existing service lines like water pipes, product pipes, sewage pipes, electric overhead and underground cables, Cable trenches, etc. all complete as per the specifications and directions of Engineer-in-Charge.
7640
-
493
Same as Item No: 50 above, but for depth beyond 1.5m and upto 3.0m.
3860
-
591
Same as Item No: 50 above, but for depth beyond 3.0m and upto 5.0m.
360
-
689
TRANSPORTING & DISPOSING the surplus earth from construction area to Vaikkadu Area up to a lead of 7km including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed by Engineer in Charge.( Note: If measured by stacks 30% voids will be deducted.)
3575
-
495
Supplying and filling approved M SAND of specified quality under raft,foundation etc. for all depths including the cost of sand, labour charges,tools and tackles,royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/ or other equipment to specified level all complete as per specifications and directions of Engineer-in-Charge.
210
-
3766
BACKFILLING after execution of work to proper grade and level with selected materials from available excavated soil stacked in soil heaps within a lead of 100 m, including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths & heights in layers of thickness not exceeding 150 mm watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming, etc., in foundations, plinths, trenches, pits, etc. including all labours, tools & tackles etc. all complete as per the specifications and directions of Engineer-in-Charge.
6420
-
236
Providing & laying DRY RUBBLE SOLING (Hard Core) with 20 to 40 mm size metal, under foundations/ Ground floor slab (Grade slab) etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors etc., complete as per drawings, specifications and as per the directions of Engineer-in-charge.
355
-
5934
Providing, mixing and laying of PCC 1:4:8 nominal mix using 20 mm and downgraded coarse aggregate and using OPC (53 grade) for any thickness for all depths below raft ,pile cap etc., including shuttering, tamping, ramming, vibrating, curing, etc., all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by Engineer-in-Charge.
370
-
7093
Providing, mixing and laying in position REINFORCED CEMENT CONCRETE (RCC) of grade M35 with 20mm and down graded coarse aggregates and minimum cement content of 400kg/cu.m as per IS 456:2000 using 53 grade Ordinary Portland Cement in SUBSTRUCTURE for all depths upto 450mm from ground level along with cost of admixtures ,labour charges,tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc.including single pour concreting as specified in drawing,(excluding the Cost of Reinforcement and Shuttering), etc. all complete as specified and directed by Engineer-in-Charge.
1920
-
10041
Providing, mixing and laying in position REINFORCED CEMENT CONCRETE (RCC) of grade M30 with 20mm and down graded coarse aggregates and minimum cement content of 330 kg/Cu.m ; as per IS 456:2000 using 53 grade Ordinary Portland Cement in SUPER-STRUCTURE for all heights above 450mm from ground level (upto and inclusive of 20m) including cost of admixtures,labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. (Excluding the Cost of Reinforcement, Shuttering), etc. all complete as specified, and directed by Engineer-in-Charge.
131
-
11433
Providing, mixing and laying in position REINFORCED CEMENT CONCRETE (RCC) of Grade M 20 with 20mm and down graded coarse aggregates and minimum cement content of 330 kg/Cu.m, as per IS 456:2000 using 53 grade Ordinary Portland Cement for grade slab including tamping, screeding (if & as specified in drgs) to achieve a smooth surface and proper slope without additional finish along with cost of admixtures, labour charges,tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc.(excluding the Cost of Reinforcement and Shuttering), etc. all complete as specified and directed by Engineer-in-Charge.
60
-
9630
Providing and laying REINFORCED SELF FINISHED/BROOMER FINISH CONCRETE OF GRADE M35 with 20 mm & down size graded stone aggregates and minimum cement content of 400kg/cu.m and mixing by mechanical mixers for roadwork/pavement in alternate bays, including tamping, compacting by internal and surface vibrators, providing smooth shuttering, providing camber to the surface, providing joints, curing, tarring the sides of slab with hot bitumen etc. also including applying cement slurry (2.75 kg/m2) prior to placing concrete, complete as per the drawings and specifications and as directed by the owner / consultant. (Reinforcement shall be paid separately.)
320
-
12519
Providing, hoisting and fixing in position RCC PRECAST ELEMENTS with reinforced cement concrete grade 1:1.5:3 (1 cement:1.5 M sand: 3 graded stone aggregate with OPC 53 grade and 20mm & down size graded crushed stone aggregates),each unit of weight upto and inclusive of 500kg, for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, providing lifting hooks, levelling, aligning and fixing/laying in position using crane, breaking brickwork and /or concrete surfaces and making good the same etc. all complete (excluding cost of Reinforcement) and as directed by Engineer-in-Charge. All material including cement to be supplied by the contractor.
230
-
9961
Providing and fixing FORMWORK in SUB-STRUCTURE for all depths and height upto 450mm above ground level including steel strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents of approved make, for Straight/Inclined Shuttering, keeping necessary provision for inserts, projecting dowels or any other fixture, etc., all complete and as specified and directed by Engineer-in-Charge.
14320
-
448
Providing and fixing FORMWORK in SUB-STRUCTURE for all depths and height upto 450mm above ground level including steel strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents of approved make, for Curved Shuttering, keeping necessary provision for inserts, projecting dowels or any other fixture, etc., all complete and as specified and directed by Engineer-in-Charge.
40
-
819
Providing and fixing FORMWORK in SUPERSTRUCTURES for all heights above 450mm from ground level including steel strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents of approved make, for Straight/Inclined Shuttering, keeping necessary provision for inserts, projecting dowels or any other fixture, etc., all complete and as specified and directed by Engineer-in-Charge.
1625
-
754
Providing and fixing FORMWORK in SUPERSTRUCTURES for all heights above 450mm from ground level including steel strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents of approved make, for CURVED Shuttering, keeping necessary provision for inserts, projecting dowels or any other fixture, etc., all complete and as specified and directed by Engineer-in-Charge.
140
-
1031
Supplying, fabricating and placing in position HIGH STRENGTH DEFORMED STEEL BAR REINFORCEMENT of grade Fe500D for RCC work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractor's own 18 Standard Wire Gauge(SWG) black soft annealed GI binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by Engineer-in-Charge.
180
-
84599
Providing and laying BRICK MASONRY IN SUPER STRUCTURE with bricks of Class 5.0 in using cement mortar 1:4 (1 Cement:4 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.
115
-
10347
Providing and laying BRICK MASONRY IN SUBSTRUCTURE with bricks of Class 5.0 in cement mortar 1:6 (1 Cement:6 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,excluding plaster etc. all complete as per specifications, and as directed by Engineer-in-Charge.
115
-
8478
Providing and laying BRICK MASONRY IN SUPER STRUCTURE with bricks of Class 5.0 in using cement mortar 1:6 (1 Cement:6 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.
525
-
10005
Providing and constructing HOLLOW CONCRETE BLOCK MASONRY in SUPERSTRUCTURE (Maximum thickness of Hollow Concrete Blocks to be considered as 200mm) of approved make or made at site conforming to IS:2572 Part I in C.M. (1:6) at all elevations of structure including scaffolding, curing etc. complete as per drawing, specifications and as directed by Owner / Consultant.
55
-
17011
Providing 15mm THICK CEMENT PLASTER in Cement Mortar 1:4(1 Cement:4 M sand by volume) on brickmasonry, PCC/RCC surfaces including preparation of base, cleaning, chipping, packing of electrical, plumbing works, scaffolding if required, finishing, curing including mouldings and providing grooves in plaster,bands ,mouldings etc. as specified for all depths and heights including labour charges,tools and tackles,material costs etc. as per specifications and as directed by the Engineer-in-Charge.
315
-
382
Providing 12mm THICK CEMENT PLASTER in Cement Mortar 1:4(1 Cement:4 M sand by volume) on brickmasonry, PCC/RCC surfaces including preparation of base, cleaning, chipping, packing of electrical, plumbing works, scaffolding if required, finishing, curing including mouldings and providing grooves in plaster,bands ,mouldings etc. as specified for all depths and heights including labour charges,tools and tackles,material costs etc. as per specifications and as directed by the Engineer-in-Charge.
6030
-
327
Providing 20 mm THICK CEMENT PLASTER in 2 coats, 1st coat of 12 mm thick in Cement Mortar 1:4 (1 Cement:4 M sand) & 2nd coat of 8 mm thick in Cement Mortar 1:4 (1 Cement:4 M sand) plain cement plaster outside/inside the building/boundary wall finished to a smooth finish including providing grooves at junctions of two dissimilar materials all complete as directed by EIC.
195
-
503
Supplying and applying two coats of PREMIUM ACRYLIC EMULSION EXTERIOR PAINT of required shade and including surface preparation, a priming coat with emulsion primer of approved brand as same as final coat including cleaning, removing dust, filling all holes, cracks and depressions with wall putty , necessary scaffolding etc, etc all complete as per specifications and directions of Engineer-in-Charge.
5780
-
397
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 (30micron DFT) and finsihing with two coats of anti corrosive paint (20micron DFT each coat) on exposed surface only, of approved brand and colour ,etc complete as per drawing,specification and direction of Engineer-in-Charge.
4
-
94385
Supplying, fabricating, fixing and installation 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 including handling & 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 auxillary dummy strucutres, if any, necessary tying and welding with reinforcement bars, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as per drawing and specification and direction of Engineer-in-Charge.
2
-
120744
Same as Item No.320 above but for collecting from owner store, fixing and installation in position at all levels and locations (excluding supply/fabrication which is in owner scope) etc. complete.
2
-
68649
Providing, straightening, fabricating curb angle as per drawing including holdfasts (MS Round or Flat) welded to angles and fixing, painting with one coat of anticorrosive primer complete as per drawings and specifications.
6
-
134820
GROUTING pockets, holes, pipe sleeves of any shape or size, column bases, machine bases etc.using Non shrink grout of approved make equivalent including supply of material,roughening surface, cleaning with compressed air/water jets, ramming, curing,labour charges etc.all complete as directed by Engineer-in-Charge.
1
-
108315
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.
3
-
131997
Supplying structural steel conforming to IS:2062 Grade A, (yield strength 250.0 N/mm2) transporting, storage, straightening, cleaning, fabricating welded / bolted STRUCTURAL STEEL WORK in columns, beams, trusses, purlins, platforms, ladders, monorails, staircases, supports, strengthening of steel members etc. at site to line and level, including supply of bolts, supply of shim plates & approved welding electrodes, including making templates, welding, bolting, erection bolting, splicing etc. as per specifications and drawing and as directed by the owner/consultant. Cutting to required size, straightening/ bending if required, edge preparation, cleaing, scrapping and welding, preheating, finishing edges by grinding, fixing in line ans level, including preparing the surface for painting, surface cleaing, wire brushing, removal of mill scale, dust, rust, oil or grease etc.., complete along with providing paint system as follows: (a) applying inorganinc Zinc silicate coat 50micron DFT (b) one coat of epoxy primer paint 50 micron DFT each (c) two coat of anti rust epoxy top coat paint 50micron 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 gritblast cleaing in workshop prior to erection as per specifications and as directed by engineer-in-charge. supply of all materials in contractor's scope.
11
-
108942
Supply, fabricating, transporting to site and erecting in position MS GATES/GRILLS as per drawings using steel confirming to IS:2062 / IS:1161 including supply and fixing of all materials such as hinges, locking arrangement, pluger bolts, CI wheels and fixtures, MS rail for wheel with anchor etc, all complete as directed by Engineer-in-Charge. Rate shall include material costs,labour charges,all inserts and embedments essential for smooth operation of the gate. The rate shall also include two coats of synthetic enamel paint over a coat of red oxide zinc chromate primer.
6
-
131997
Supplying and sealing expansion joints 25mm wide and 12mm deep at all locations and levels in concrete structures with approved two parts liquid Polysulphide Sealing Compound as per IS: 12118 including raking of joints etc. all complete as shown , specified and directed by EIC.
90
-
646
Supplying and fixing M.S. Nozzles with puddle flanges upto 200mm diameter in position as directed with necessary breaking of concrete / brickwork in slabs, beams, walls grouting with non-shrinking grout (if required) and making the surface good, curing, painting with one coat of anti corrosive primer etc. complete (Grouting will be paid separately).
470
-
105
Same as ItemNo.400 , but for 200 mm dia to 500mm MS Nozzle with puddle flange.
485
-
108
Cut or form a hole by chipping, square or circular through reinforced concrete floor or wall for area in between 65 to 250 Sq.cm , not exceeding 150mm thick and make good all complete as directed by EIC .(Note : For cutouts, below 65 sq.cm surface area, no extra payment will be made)
20
-
311
Same as ItemNo.420 ,but for area of cutting in between 260 up to 500 Sq.cm.
30
-
426
Cut or form a hole, square or circular through reinforced concrete floor or wall exceeding 150 mm but not exceeding 500 mm thick & make good complete as directed by owner/consultant,for area of cutting in between 65 and upto 250 Sq.cm,all complete as directed by EIC. . (For cutouts, below 65 sq.cm surface area no extra payment will be made)
25
-
541
Same as ItemNo.440,but for area of cutting in between 260 up to 500 Sq.cm.
35
-
771
Supplying of 75 mm to 150mm Dia GI Pipe ,fabricating,fit up,welding ,laying,alligning,including shifting to location & GI Painting to the welding portion etc. complete as per drawing & specification & as per direction of the engineer-in-charge
35
-
2045
Supplying and fixing in position Hydrophilic self swelling Water Stops as per manufacturer's specifications in RCC structures at all locations including cutting , fixing and jointing etc. all complete as shown , specified and directed by EIC.
25
-
1461
Providing & fixing in position Bitumen impregnated board 12 mm thk. of approved make PREMOULDED BITUMINOUS EXPANSION/ CONTRACTION/ ISOLATION JOINT FILLER BOARDS conforming to IS:1838-P1/1983 in joints including expansion/contraction joints, application of primer as directed by Engineer-in-Charge.
125
-
1586
Same as Item No.480 above but for 25mm thick board.
35
-
2353
DEMOLISHING BRICK MASONRY in cement mortar (taking all necessary safety precautions) for all depths and heights below and above plinth level including supply of all labours,tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated place upto 7 km lead outside the Refinery premises (Vaikkadu Village) as per specification and directions of Engineer-in-Charge.
20
-
2081
DEMOLISHING RCC WORK (taking all necessary safety precautions) manually / by mechanical means for all depth and height below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated place upto 7 km lead outside the Refinery premises (Vaikkadu Village) as per specification and directions of Engineer-in-Charge.
20
-
5622
DEMOLISHING PCC WORK (taking all necessary safety precautions) manually / by mechanical means for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated place upto 7 km lead outside the Refinery premises (Vaikkadu Village) as per specification and directions of Engineer-in-Charge.
20
-
2368
Supplying,handling,transporting to site of work and fixing approved Electroplated Steel Heavy duty MECHANICAL ANCHOR FASTENERS, 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 per manufacturer's specification and directed by Engineer-in-Charge.
60
-
650
Same as Item-530 above, but for 20mm dia.
100
-
1225
Same as Item-530 above, but for 24mm dia.
100
-
1800
Supplying,handling,transporting to site of work and fixing approved Electroplated Steel Heavy duty CHEMICAL ANCHOR FASTENERS , 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 manufacturer's specification and directed by Engineer-in-Charge.
55
-
912
Same as Item-560 above, but for 16mm dia.
55
-
1775
Same as Item-560 above, but for 20mm dia.
50
-
2350
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 72 and 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.
1080
-
889
DISMANTLING OF GI/AC/ALUMINIUM ROOFING SHEETS including Ridges, Hips, Gutters, etc.in Roofing, including suppy of all labours,tools & hooks, transportation and stacking of serviceable materials at destined location /CPCL storage Yard within the refinery area and disposal of unserviceable material at designated place(Vaikkadu Area) upto 7 km lead outside the refinery premises as per specification and directions of Engineer-in-Charge.
50
-
270
DISMANTLING OF STRUCTURAL STEEL WORKS (bolted/riveted/welded)of all descriptions(taking all necessary safety precautions) for all heights & depths above & below plinth level including supply of all tools & tackles, consumables, necessary scaffolding etc. providing temporary bracings as required, cutting gusset plates, bolts, nuts, weldings etc, stacking of serviceable materials at designated location /CPCL storage Yard/scrap yard within the Refinery premises as per direction of Engineer-in-Charge.
1
-
4748
Providing, fabrication and fixing G.I. PIPE INSERTS of 40mm Dia with fixing arrangement on slab, platforms & silo walls, shown in drawing including providing necessary scaffolding, staging, cutting, straightening, if required, embedding in position on both Plain, Reinforced Cement concrete members, fixing to structural steel inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts all complete as per drawing and specification and direction of Engineer-in-Charge.
50
-
664
Same as Item No.620 above, but for 25mm Dia.
35
-
514
Providing and applying two coats of cold applied heavy duty BITUMINOUS PROTECTIVE COATING over one coat of primer to external faces of underground concrete structures after thorough cleaning of concrete, surface preparation, complete as per drawing and manufacturer specification and as directed by Engineer-in-Charge.
3760
-
340
Providing and fixing 15 mm dia. nominal bore UNPLASTICISED POLY VINYL CHLORIDE(uPVC) PIPES (Sch80) of Ashirvad or approved equivalent including uPVC fittings, viz.elbows,reducers,couplers and caps,Tees,union,Tank nipple,female/male adpater,bonds and providing PVC solvent etc. and joining with the pipes all complete for both open and concelaed works including providing SS clamps for fixing in open works and chipping the wall and making good the same after completion of conealed works etc. all complete as directed by Engineer-in-Charge.
100
-
323
Same as Sl. No:-650 above, but for 20mm nominal outer dia. Pipes.
100
-
389
Same as Sl. No:-650 above, but for 25mm nominal outer dia. Pipes.
100
-
497
Same as Sl. No:-650 above, but for 40mm nominal outer dia. Pipes.
100
-
780
Same as Sl. No:-650 above, but for 80mm nominal outer dia. Pipes.
100
-
1568
Same as Sl. No:-650 above, but for 100mm nominal outer dia. Pipes.
100
-
2269
Providing and fixing DOWEL BARS (for pavement works alone) of 25 mm dia. x 1000 mm long and at 300 mm c/c including handling, fixing, straightening, cutting, wastage, and G.I. pipe 40 mm dia. x 150 mm long with end cap over dowels at construction joints & fixing cotton filling sleeve & painting for bond broken etc., complete as per drawings, specifications and as directed by EIC.
230
-
526
Providing and Laying Reinforced NP3 CLASS (MEDIUM DUTY) RCC HUME PIPE of 300mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2(1cement:2M sand) for road crossing etc.including cutting, lowering, laying in position , with proper level, slope , testing of joints etc. as per specifications and directed by Engineer -in-Charge.
75
-
1689
Same as Item No.720 above, but for 450mm dia pipe.
75
-
3321
Same as Item No.720 above, but for 600mm dia pipe.
75
-
5160
Supply of UNSKILLED LABOUR to carry out petty works not assessable for measurements/minor repair works, on day-to-day basis. The rates shall include ESI, PF, payroll cost and allowances, fringe benefits, overhead supervision, profits and hand tools.
40
-
806
Same as Item No.750 above, but for supply of SKILLED LABOUR.
40
-
965
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