Indian Oil Corporation Limited Tender
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Summary
Boundary Wall Work At Balasore Depot
Description
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Contact
Tender Id
2025_ERO_183573_1Tender No
RCC/ERO/37/2024-25/LT-181Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
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Documents
Mechanical and electrical specification
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
Declarations with BSD
BOQ Items
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i) All kinds of Soil
345
176
60754.5
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Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil
85
87
7440.9
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m
425
212
90397.5
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Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete.
-
-
-
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i) Local Fine Sand within grading zone IV
35
1470
51457.7
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Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying & curing, excluding the cost of centering, shuttering finishing including cost of curing, admixtures in recommended proportions as per IS:9109 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of engineer in charge, ALL WORKS UPTO PLINTH LEVEL. Less cement used as per design mix (if any) will be recoverable separately. No extra payment against extra cement if used shall be payable.
-
-
-
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i) M-15 grade plain cement concrete (cement content considered @ 240 kg/cum
10
7651
76510.8
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ii) M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)
18
7515
135287.64
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
-
-
-
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ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
30
7474
224230.2
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Providing & Laying Reinforced cement concrete work in walls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement :
-
-
-
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ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
36
9011
324429.12
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Boring with hydraulic piling rigs with power units, Providing & installing cast insitu single under reamed piles of specified diameter and length below pile cap in M 25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto the bottom of pile cap)
-
-
-
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i) 300 mm dia piles
320
2311
739824
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Extra over item for Single under ream pile for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid)
-
-
-
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i) 300 mm dia piles
60
1870
112248.6
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Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
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i) Foundations,footings,bases of columns, etc. for mass concrete
85
275
23447.25
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ii) Walls (any thickness) including attached pilasters, buttress, plinth and string courses etc.
25
590
14751
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iv) Lintels, beams plinth beams,girders bressumers and cantilevers
250
534
133650
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v) Columns, Pillars, Piers, Abutments, Posts and Struts.
190
710
134998.8
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Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels
-
-
-
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ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
10000
80
808600
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Deduct for using less cement than the quantity as provided in the item of BMC/RMC as arrived as per mix design.
1000
65
65200
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Item includes Arrangement of stability certificate of the scaffolding through competent agency as directed by Engg-in-charge.
1240
249
309739.6
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Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength up to plinth level:
-
-
-
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ii) 1 Cement mortar 1:6 (1 cement : 6 Coarse sand)
24
5962
143108.88
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Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in:
-
-
-
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ii) 1 Cement mortar 1:6 (1 cement : 6 Coarse sand)
105
7050
740315.1
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Structural steel work in built up sections/ framed work in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting, hoisting, fixing in position & applying a priming coat of approved steel primer etc. as required.
5300
126
672411
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Providing and laying cement plaster on surfaces with fine sand including curing etc.
-
-
-
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ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)
620
255
158242.6
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vi) 20mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)
620
348
216206.4
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
1240
58
72056.4
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Finishing walls with water proofing cement paint of required shade with Two or more coats applied @ 3.84 kg/10 sqm:
1240
88
109578.8
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
300
171
51465
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"SCREEN WALL ( For First Time use): Construction of Temporary screen wall wherever required to be provided for carrying outconstuction/dismantling works along the existing boundary wall of max. height 5m including supply of all necessary materials construction of foundations etc. The screen wall shall be erected around the workplace. New GI corrugated sheet minimum 24 Gauge shall be fixed with suitable structural with required type & quantity of hooks/ fasteners etc to the supporting structure.supprting structure should be capable of with standing wind pressure as per relevent IS code and able to maintain safety and security of Terminal/depot as well worker. The contractor shall be fully responsible for safety of the sub structure and super structure of the screen wall and screen to be dismantalled and foundations, removal ofmaterials, rubbish etc. from the site to an objectionable place immediately after completion of works etc all complete as per terms, conditions, specification and direction of engineer. The job includes dismantalling of the screen wall,structures etc. and cleaning the working place as per the direction of site-in-charge. After dismantlling the dismantalled materials would be the
Contractor's property after completion of work i.e after consecutive uses as per nextitem in BOQ."
400
1190
476000
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Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at an unobjectionable place as per direction of Engineer-in-charge.
-
-
-
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i) 1:3:6 or richer mix (i/c equivalent design mix)
60
1682
100952.4
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Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside premises at an unobjectionable place as / direction of Engg-in-charge
460
1423
654782.4
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Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within premises.
740
25
18810.8
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Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within premises
200
37
7554
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Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises
1000
4
4020
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'X' shaped placed 3.00 m apart and with 5 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) /Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
180
247
44625.6
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Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge.
-
-
-
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i) Profile Sheet for roofing
65
1025
66640.6
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ii) Plain Sheet for Ridges (500 - 600mm).
10
403
4031.4
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iii) Plain sheet for Flashings/ Aprons (Upto 600 mm)
40
356
14278
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes.
-
-
-
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iii) 160 mm diameter PVC Rain water pipe
30
782
23486.1
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Carriage charge for disposal of earth by mechanical means, including loading, transporting, stacking, unloading to approved municipal dumping ground / unobjectionable place as per direction of Engineer- in-Charge beyond IOCL Premises for all leads and including all lifts.
-
-
-
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i) Distance upto 1 km
200
146
29264
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ii) Distance 1 km 3 km
200
186
37370
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iii) Distance 3 km 5 km
850
225
191369
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