Directorate Of Local Bodies Tender

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Directorate Of Local Bodies Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date20 Dec 2024
Closing Date9 Jan 2025
Tender Amount₹ 12,06,907 
Notes
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Costs

Description

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First class -150 brick work in 1:4 cement and fine sand of 1.25 F.M.modulous mortar in foundation and plinth including supply of all materials,labour & tools & plants etc.requied for proper completion of the work.(305)

24.84

5410

134384.4

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Earthwork in cutting in embankment in ordinary soil,excavation to be in the form of regular pits not exceeding 1/2 meter in depth and earth work in embankment to be in 20cm.layers including ramming and dressing the surface to required levels cand slopes and also including 1.5 metre lift and 30m.lead the earth from cutting to be used in making embankment or to be diposited as spoil banks with in 30m.distance as directed by the engineer in charge.with lifts & leads,transporting to site upto 5km.

156.44

248

38797.81

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Construction of granular sub-base by providing coarse aggrigate material,spreading in uniform layers with mortar grader on prepared surface,mixing by mix in place method with rotavator at O.M.C. and compacting with vibratory roller to achieve the desired density for grading 12 as per MORD specification complete as per clause (401)

49.67

2340

116222.18

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Zig-Zag interlacking providing and laying of rubber moulded reflective zig zag 80mm thick tiles of percoat compressed strength ISI marked concrete thickness 80mm as per technical specification clause 1504

496.68

975

484259.1

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P.C.C. in (1:2:4) cement c. sand & 20mm stone grite i/c all comp. S.I.No.279a

1.38

7100

9798

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s/f of over head load in road way

1

10000

10000

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m and lead upto 30 m. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5 cartage up to 5 km

34.02

240

8164.8

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Construction of granular sub-base by providing coarse aggrigate material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at O.M.C and compacting with vibratory roller to achieve the desired density for Grading 1 as per PWD Specification

11.34

2340

26535.6

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Providing, laying, spreading and compacting stone aggregates of 53.22 4 mm sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density for Grading 3 as per MORD Specification.

8.51

3150

26790.75

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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contractionn, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel

17.01

8200

139482

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GST@18%

1

184104

184104.47



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