Indian Oil Corporation Limited Tender
Search from a pool of business opportunities related to Odisha tenders on the online platform of BidAssist. Be it an Odisha PWD tender or a civil aviation tender, one can find every tender Odisha government, as well as PSUs and other organizations, post online. Every tender, active or achieved, is sourced from the eProcurement Odisha website and thus carries full credibility.
Indian Oil Corporation Limited - IOCL Tender
Eprocure
Opening Date15 May 2024
Closing Date5 Jun 2024
Tender Amount₹ 34,99,883.88
Costs
EMD
₹ 40,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_ERBBS_177415_1Bid Award Id
ViewTender No
SERPL/BBS/TS/2024-25/012Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
Cleaning the tiles, lavatory, flooring, urinals of the Work Shop,Store ,Guard room, Control Building, Labourer Toilet,MCC Room,Metering Room, Sample Room and Sample room by using the following materials with required proportion.This includes the shifting of leftover packing materials ,disposal of all swept materials as per instructions of EIC. Including cost of supply of consumables such as broom / Phool Jhhadu, Y-fer, chemicals, phenyle, acid, naptha balls, liquid soap, soap powder & cake, mosquito spray, odonil, room freshener (as per requirement) ) ** ( 2 Unskilled labour always present at site for the above mentioned works and 01 unskilled worker for assistance in gardening works)
72
24586
20836.03
Maintenance of existing and newly made lawns and plants: The job includes, removal of weeds from other plants from the lawn, applying pesticides for pest/rodent control, applying manure /fertilizers for proper growth of the existing lawn/new lawns. The job requires 01semiskilled gardener
24
27427
23243.93
CIVIL WORKS - VARIABLE PART
-
-
-
Providing comprehensive pest control services to the building, sheds, cable trenches, drains and other facilities of the establishm ent, to control the nuisance of various pests including (but not limited to) rodents, snakes, lizards, beehives, cockroaches, mosqui toes, Red and Black ants, crawling pests, house flies, fruit flies, etc. Job includes placing or injecting rodenticide baits, glue t rays, snake repellent and other chemicals, insecticides, Fogging or fumigation, Removal of bee hives below ground (in trenches upto depth of 1m) and above ground (up to height of 15m), complete with all labours, materials, tools, and tackles, equipments, consumabl es etc complete. Periodicity of scheduled pest control activities shall be monthly, while ad hoc requirement shall be as and when re quired as directed by EIC whose decision shall be final. Area of measurement for pest control application shall be designated by EIC . Rate is For (PER SQM PER MONTH)
2000
2
1.87
Lifting, shifting, loading, unloading on of heavy equipment / material etc etc with the help of hydra/crane etc (Min 12T) including all accessories like belt, sling etc as per directions of EIC/ Site- Engineer.
5
9020
7644.57
Hire and running charges of loader.
5
6443
5460.41
Lead beyond 2 km but upto 3 km
2
206
174.93
Supply of tractor with trailer on hire charges for 08 hours per day including rendering the services of 4 labourers driver, fuel and other consumables, tools, tackles etc. for transportation of rubbish/ waste materials complete as per directions of Engineer-in-Cha rge.(8 hours working period of one tractor is considered as one tractor day). Unit "EACH" (EA) stands for tractor days.
2
5248
4447.86
Edging with common burnt clay F.P.S. (non modular) bricks of class designation 7.5, laid dry length wise, including required excavat ion, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50m.
2
58
49.87
Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation
2
6
5.24
Cleaning and Sweeping of Lawn / Garden area and keep it neat and clean by mechanized method / manually, remove litter,debries, picki ng of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin/ designated place, as per direction of E ngineer -in- charge (All tools and tackles, materials/ articles shall be provided by the contractor.)
2
3
2.92
Trees Plant
2
9
7.8
Shrubs Plant
2
4
3.89
Hedge Plant /Ground cover
2
3
2.62
Complete maintenance of shrubs (Out side garden features), jobs like making of basin at regular interval including watering, weedin g, pruning etc. complete with all tools & tackles as per the directions of Engineer in charge Rate is for (PER PLANT PER MONTH)
2
20
16.95
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
2
240
203.41
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge :
-
-
-
In all kinds of soil
2
333
282.2
Excavating trenches of required width in all kinds of soil for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, upto specified depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of su rplus excavated soil, all work up to any lead & lift as directed by the Engineer-in-Charge :
-
-
-
Trench depth upto 1.5m :
-
-
-
Pipes, cables etc. not exceeding 80 mm dia.
2
294
249.44
Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
2
480
407.37
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
2
750
636
Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termit e treatment (excluding the cost of chemical emulsion) :
-
-
-
Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substru cture to a depth of 300 mm including excavation channel along the wall & rodding etc. complete :
20
37
31.6
Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling an d plugging holes etc. :
20
52
44.13
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diamete r holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor :
20
299
253.97
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:1.5:3 [1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources]
2
9517
8065.35
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
2
8960
7593.38
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from n atural sources]
2
8817
7472.13
1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
2
8261
7001.11
1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources)
2
8085
6852.51
1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]
2
7641
6475.95
Centering and shuttering including strutting, propping etc. and removal of formwork for :
-
-
-
Foundations, footings, bases for columns
2
375
318.61
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, ke rbs and steps etc.
2
804
681.53
Columns, piers, abutments, pillars, posts and struts
2
968
820.67
REINFORCED CEMENT CONCRETE :
-
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level :
-
-
-
1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources]
2
10187
8633.23
1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sour ces]
2
9630
8161.32
MASONRY WORK :
-
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
2
8415
7132.14
Cement mortar 1:6 (1 cement : 6 coarse sand)
2
8127
6887.4
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
2
7252
6146.59
Cement Mortar 1:6 (1 cement : 6 coarse sand)
2
6998
5931.21
CLADDING WORK :
-
-
-
Marble work gang saw cut (polished and machine cut) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble of thickn ess 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coars e sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade [Note: To be secured to the backing by means of cramps, which shall be paid for separately] :
-
-
-
Area of slab up to 0.50 sqm
2
5859
4965.68
Area of slab over 0.50 sqm
2
6092
5162.83
STEEL WORK :
-
-
-
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
5
113
96.25
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing i n position and applying a priming coat of approved steel primer all complete.
5
134
113.81
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20 x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangem ent, stoppers, handles, including applying a priming coat of approved steel primer.
2
11444
9698.37
Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. guss et plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, inc luding applying a priming coat of approved steel primer.
2
6588
5583.85
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer :
-
-
-
Using M.S. angles 40x40x6 mm for diagonal braces
2
5844
4953.1
Using flats 30x6mm for diagonal braces and central cross piece
2
5646
4785.32
FLOORING :
-
-
-
Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks :
-
-
-
1:4 (1 cement : 4 coarse sand)
2
1144
970.29
1:6 (1 cement : 6 coarse sand)
2
1094
927.77
Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to m atch the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) :
-
-
-
Light shade pigment using white cement
2
1612
1366.47
Medium shade pigment using 50% white cement 50% Grey cement
2
1457
1235.15
Dark shade pigment using ordinary cement
2
1224
1038.01
Ordinary cement without any pigment
2
1151
975.99
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge :
-
-
-
In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
2
1973
1672.23
In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
2
2121
1798.28
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by the Engineer-in-Charge, over 20 mm (average ) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishi ng complete with :
-
-
-
Makrana White Second Quality
2
4273
3621.63
Raj Nagar Plain
2
2587
2193.19
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete :
-
-
-
Size of Tile 500x500 mm
2
1673
1418.09
Size of Tile 600x600 mm
2
1980
1678.44
With semi-perforated 12 mm thick micro tegular edged GRG false ceiling tiles.
2
2075
1759.31
With fully perforated 12 mm thick micro tegular edged or 10 mm thick square edged GRG false ceiling tiles.
2
2242
1900.74
Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow 'V' groove, cl ipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres made of double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a di stance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complet e as per manufacturer's recommendation and directions of the Engineer-in-Charge. [Note: Measurement shall be made wall to wall witho ut any deduction for openings, for payment purpose].
2
7749
6567.48
FINISHING :
-
-
-
12 mm cement plaster of mix :
-
-
-
1:4 (1 cement : 4 fine sand)
2
352
298.49
1:6 (1 cement : 6 fine sand)
2
335
284.39
Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm up to 20 0 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in po sition using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per directions of th e Engineer-in-Charge :
-
-
-
Up to and including 12 mm diameter
2
149
126.45
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
-
-
-
Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
2
2293
1943.42
Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
2
1415
1199.97
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]
2
3345
2835.18
Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations]
2
1940
1644.15
Removing cement mortar from bricks and cleaning bricks including stacking within a lead of 50m [Notes: (1) Stacks of cleaned bricks shall be measured. (2) Unit "TS" shall mean "PER 1000 NOS"].
2
6442
5459.52
Demolishing stone rubble masonry in cement mortar manually/ by mechanical means including stacking of serviceable material and dispo sal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge.
2
2315
1962.26
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead :
-
-
-
For thickness of tiles 10 mm to 25 mm
2
72
61.34
For thickness of tiles above 25 mm and up to 40 mm
2
113
95.86
ROAD WORK :
-
-
-
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres.
2
206
175.33
Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density ( proctor density).
2
24
20.35
Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately].
-
-
-
Cement concrete prepared with batch mixing machine
2
11552
9789.92
Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer
2
12081
10238.91
Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of the Engineer-in-Charge. [Notes: (1) The panel shuttering work shall be paid for sep arately. (2) Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverab le separately.]
2
11434
9690.04
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and fi ller, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required gr ade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of the Engineer-in-Charge :
-
-
-
40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
2
14445
12242.12
40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
2
14334
12148.11
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required :
-
-
-
Bituminous Portion
2
4853
4113.07
Water Bound Macadam
2
3004
2545.76
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with :
-
-
-
Moorum
2
97
82.65
Stone aggregate 20 mm nominal size
2
214
181.48
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includ ing painting of fittings and brackets, cutting and making good the walls wherever require :
-
-
-
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
2
4075
3453.74
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
2
3631
3077.46
White Vitreous China Wash basin size 550x400 mm (Ref. Make: HINDWARE, Model: Cat No.-10010 or equivalent approved) with a pair of 15 mm C.P. brass pillar taps
2
3757
3184.4
Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required :
-
-
-
White glazed fire clay kitchen sink of size 600x450x 250 mm
2
4175
3538.25
Finishing walls with water proofing cement paint of required shade :
-
-
-
Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cos t of Priming coat.
2
115
97.53
Old work (one or more coats applied @ 2.20 kg/10 sqm) complete.
2
78
66.38
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :
-
-
-
Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface.
2
129
109.33
Old work (one or more coats applied @ 0.83 ltr/10 sqm)
2
88
74.89
Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge :
-
-
-
15 mm nominal outer dia pipes
2
318
270.18
20 mm nominal outer dia pipes
2
405
343.33
25 mm nominal outer dia pipes
2
487
412.97
Internal Work - Concealed in wall: Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, including making good the walls etc. concealed pipe, including painting with anti-corrosive bitumastic paint, cutting chases and making good the wall :
-
-
-
15 mm dia nominal bore
2
590
500.65
20 mm dia nominal bore
2
652
552.67
Grading roof for water proofing treatment with :
-
-
-
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
2
9139
7745.55
Cement mortar 1:3 (1 cement : 3 coarse sand)
2
16973
14383.98
Cement mortar 1:4 (1 cement : 4 coarse sand)
2
15814
13402.23
Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflec tivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thi ckness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly c leaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge .
2
548
464.92
Providing 7 feet high R.C.C STATUE BY EMINENT SCLUPTOR complete in all respects inclusive of cost of all labour, materials, tools, t ackles etc.
2
105795
89657.17
Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting mach ines having density 100 gm/sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requi rement including fastening/ tying with building/ scaffolding pipes or with any other fixtures etc. complete as per directions of the Engineer-in-Charge. [Note: One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the Contractor on completion of the work].
2
31
27.07
Providing 4 feet high R.C.C SCLUPTURE BY EMINENT SCLUPTOR complete in all respects inclusive of cost of all labour, materials, tools , tackles etc.
2
63476
53794.05
supervision charge unskilled as and when
120
141
120.2
supervision charges on unskilled cleaner
72
3687
3125.4
supervision charge on semi skilled worker
24
4114
3486.58
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements