Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Eprocure
Opening Date25 May 2021
Closing Date4 Jun 2021
Tender Amount₹ 1,02,01,606 
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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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification for G-2 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 as per Technical Specification clause 405

492.19

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2759.1

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification G-3 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 as per Technical Specification clause 405

492.19

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2830.4

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Providing and applying prime coat with slow setting-2 bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spreading primed coat @ 0.70 kg per sqm. Using machenical means as per MORD clause 502 as per direction of Engineer-in- charge.

6562.5

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26.9

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Providing and applying tack coat with vg-10 grade bitumen using pressure distributor @ 0.35 kg. per sqm on the prepared bituminous surface cleaned with machenical broom. As per MORD clause 503 (iii) as per direction of Engineer-in- charge.

6562.5

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14.4

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20 mm thick open-Graded Premix carpet Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line, grade and level to Serve as wearing etc. as Per MORD Specific 508 Clause as per direction of Engineer-in- charge.

6562.5

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137.5

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and croos fall using type-C, as per Technical Specification clause 510

6562.5

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50.5

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Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. (S.I. No.251)

153.96

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120

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Sand filling in plinth including supply of necessary quantity of sand approved quarry from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.

13.68

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1000

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Cement concrete with 4cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work as per direction of the Engineer.

11.79

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4300

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Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work. S.I. No.-305

73.08

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5300

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12 mm thick plaster on brick work not less than 10 mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all material labour, T&P etc. required completion of the work as per direction of the Engineer-in-charge. (SI.No.584)

212.4

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130

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm Dia H.P.

22.5

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5300

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 350 mm Dia H.P.

45

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1255

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Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work as per direction of the Engineer. S.I. No-279(a)

0.12

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5600

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Misc. item such as fixing of sign board etc.

1

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10000



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