Rajkiya Engineering College Tender

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Rajkiya Engineering College Tender

Goods
Eprocure
Opening Date20 Apr 2018
Closing Date8 May 2018
Tender Amount₹ 2,71,164 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Concrete with 4cm. Gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work S.I. No-273

24.800000000000004

-

3000

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M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. S.I. No-305

82.80000000000001

-

4600

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Providing and Laying of Interlocking concrete Block Pavement havings thickness 80 mm including leveling and dressing of surface to required laval and slope spriding and moisting 30 mm thick local sand on bend filling joints with local sand etc . For prope

500

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750

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12mm thick cement plaster in 1:4 cement & F. sand including all as per S.I. No. 584 corner of parapat side of parapet

532

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128

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Cast cement concrete as in door sills, chaukhat boundary post as similar precast unit with cement, approved coarse sand and 20,, gauge approved stone ballast in the proportion of 1:2:4 (class-150) exluding supply of reinforcement and its bending but inclu

19

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7400

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Mild steel or iron work in plain work such as in Reinforced Concrete or reinforced Brick work ( when not ic in overall rates) wrought to required shape as nessary ic bending for proper completion of the work and ic supply of steel its westage. Bend hooks

18.64375

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6422

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Earthwork in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. S.I.No-253 I/C 8 km. cortage.

1687.5

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80

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Construction of granular sub -base by providing well graded material, specification in uniform layer with morter grader on prepared surface , mixing by mix in place method with rotavator at OMC and compactiong with smooth wheel roller to achived the desired density, complete as per technical specification Claouse 401. (Excluding Cost of Materials )

45.00000000000001

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1980.1628000000003

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Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -2 as per Technical Sprcification clause 405 ( Excludiding cost of Materials ) By Manual Means

74.24999999999999

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2440.2543275

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Providing , laying spreading and compacting stone Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 405 ( Excludiding cost of Materials ) By Manual Means

74.24999999999999

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2437.3

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Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical Specification Clause 502(Excluding cost of material )

990

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27.1

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Providing and applying tack coat with Emulsion (R.S) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared Granular surface Treated with Primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 .( Excluding cost of Material )

990

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9.7

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen / CRMB or Emulsion @ 1.46 per Sqm to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and roling with a three wheel 80-100 KN Static Rollar capacity Finished to Required level and grade ( Excluding cost of materials ) Bitumen ( S-90 ) to be followed by seal coat of either Type A,or Type B,or Type C,as per tecnical Specification Clouse 508

990

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157.2

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Providing and laying seal coat Type-C sealing the voids in a bituminous surface with Crushed Stone chipping of 6.7 mm size defined as passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm and suitable grade Bitumen/CRMB @ 6.5 kg/10 sqm on Betumen surface laid to the specification levels, grade and cross fall using Type-C ( Excluding cost of Bitumen & grit ) as per Technical Specification Clause 510

990

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48.128890000000006

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Brick edgeing on both side of road with 1st class brick 8cm wide 12cm deep laide with mud morter including all as per S.I.no765 For 1st Km

0.3

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70000

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Earthwork in cutting or in embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. S.I.No-253 I/c 8 km cortage.

346.50000000000006

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80

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Supply and informatory M.S. sign Board size 1.2x0.90M made of 18 gauge M.S. Sheat fixed in I.S.A 40x40x5 mm frame suported in on back side by 40x5 mm flate iron on all four side along with two vertical post of 2.15 mt.frome bottom of frame of angle iron ISA40x40x5 mm with 150 mm long horizontal leg (hold fast ) at bottom braced with 40x5 mm flat iron efectrically welded and painted with one coat red oxide primer S.I.No 503

1

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4200



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