Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Eprocure
Opening Date22 Dec 2021
Closing Date3 Jan 2022
Tender Amount₹ 27,88,000 
Notes
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Costs

Description

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BOQ Items

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Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4½"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. (S.I. No. 765)

0.4

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Pointing with Cement Mortar (1:3) on Brick work as per drawing & Technical Specification 613.3 and 1204.

27.64

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 30 m as per Technical Specification Clause 301.5

2294.64

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401.

202.5

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Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

1500

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

1.96

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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

1500

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Providing and laying seal coat by manual 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.

1500

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Excavation for Road way in soil using manual means for caring of cutter to embankment site with a lift up 1.50 Mt.and lead upto 50 mtr as per Technical Clause 302.3

18.45

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 30 m as per Technical Specification Clause 301.5

473

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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, a MORD Specific - ations 405.3

112.5

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Supply of R.C.C. Hume Pipe Culvert For 1000 mm dia H.P. Culvert

7.5

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For 350 mm dia H.P. Culvert

7.5

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Laying & fixing of RCC Humpe Pipe in proper position filling joint with 1:2 Cement and fine sand mortar labour rate only. For 1000 mm dia H.P. Culvert

7.5

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

0.09

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For 350 mm dia H.P. Culvert

7.5

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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, MORD Specific - ations 405.2

112.5

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Supply & Fixing of Sign board, Km. Stone, Hect Stone etc.

1

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