Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date13 May 2023
Closing Date19 May 2023
Tender Amount₹ 1,07,69,000 
Notes
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Costs

Description

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BOQ Items

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WBM G-2 Providing and laying in width 3.75m and compacted thickness 7.50cm spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 405 (2) and as per direction of E/I.

306.18

1639195

5353.7

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WBM G-3 - Providing and laying in width 3.75m and compacted thickness 7.50cm spreading and compacting stone aggregates of specific sizes to water bound macadam specification incluidng 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 dencity. This work includes cost of all materials, labour, and hire charges of road roller, machinery, T&P etc complete. Complete work as per Technical Speicification Clause 405 (3) and as per direction of E/I.

396.18

2071110

5227.7

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Brick edging on both side of road with first class brick 7 cm. (3'') wide 12cm. (4.50'') deep laid with mud mortar including all materials, labour,T&P etc.complete. complete as per PWD detailed specification No.-20.15 as per SOR No-765

1.08

69714

64550

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Providing and applying Primer coat with bitumen emulsion (SS1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.85 kg / sqm using mechanical means. Complete work as per technical specification clause 502 of MORD

4082.4

185749

45.5

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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepaired bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503 MORD

4082.4

59603

14.6

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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen (VG-10) to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant (HMP 30/40 t per hour), laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per MORD Techincal Specification clause 508.

4082.4

877716

215

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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 Techincal Specification clause 510

4082.4

298015

73

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Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20'' ) in depth and earth work in embankment to be in 20cm (80'' ) layers,including ramming and dressing the surface to required levels and slopes and including 1.5m (5'' ) lift and 30m (100'' ) lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100'' ) distance as directed by the E/I.As per SI No. 253 Compacted

918.75

91875

100

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Providing NP-3 hume pipe 900 mm Dia. single row culvert. 900 mm dia as per standard drawing.

4

428028

107007.07

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C.C. Road Work

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-

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Supply and laying of 125 micron poythene sheet under the foundation (for anti salt peter treatment) or over sub-base to act as separation between sub-base and cone. Slab (for C.C.Road slab), including supply of all materials, labour, T&P required for proper completion of the work. NS

1200

28680

23.9

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Laying C.C.Road slab consisting of 1:1.5:3 cement, coarse sand & approved 2cm gauge stone ballast, over prepared sub grade after its rectification & bringing it to proper camber & including supply of all materials, labour and T&P etc. required for proper completion of work, finished to required temples as directed by Engineer-in-charge but excluding cost of metal required for rectification of the sub grade. Take a slab length of 33 rft. and 4" in depth. As per SI NO 773(a) (Average thickness 15 cm)

180

1654740

9193

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Making and filling expansion and construction joints with Bitumin 40% asbestos 5% and coarse sand 55% including all in CC Road.

375

13980

37.28



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