Rajya Krishi Utpadan Mandi Parishad Tender

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Rajya Krishi Utpadan Mandi Parishad - RKUMP Tender

Works
Eprocure
Opening Date24 Oct 2018
Closing Date29 Oct 2018
Tender Amount₹ 12,36,000 
Notes
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Costs

Description

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BOQ Items

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-2 as per Technical Specification Clause 405.

9

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3319.9

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Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 3:1.5:1 in pavement as per design thick for c.c. road coarse & fine aggregate confirming to IS standard mixed in concrete mixture/plant of not less then 0.2 cum capacity &appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour tools &plants etc. required for proper completion of work and also including complete shifting of material & concrete etc.

36

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6500

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Brick on edge lining on both side of road with M-150 bricks laid with mud mortar including cost of all material labour and T&P etc. required for proper completion of the work (S.I. No. 765)

0.04

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57500

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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using manual means as per Technical Specification Clause 502

510

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25

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Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

510

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12.5

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness by mechanical means composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumen bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508.

510

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143.6

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Providing and laying seal coat by mechanical means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

510

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54

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Excavation in foundation in ordinary soil loam, Clay or Sand including lift upto 1.5M. and load up to 30M and including filling, watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer Incharge up to a distance of 30 M. from the foundation trenches. (SI 251)

57.6

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90

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Concrete with 4 cm gauge brick ballast, fine sand of 1.25FM and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials, labour and T&P etc. reqd. for proper completion of the work. (SI 273)

14.4

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2900

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M-150 class brick work in one cement and four coarse sand (1:4) mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (SI 307 A)

125

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4650

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Cement concrete with 2 cm gauge stone grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour and T &P etc. reqd. for proper completion of the work (SI 279 A)

1.4

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6200

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12mm Thick plaster in 1:4 cement and coarse sand mortar over brick work minimum thickness not to be less than 10 m including supply of all materials, labour and T &P etc. complete (SL 584)

167

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160



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