Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date8 Mar 2024
Closing DateCancelled
Tender Amount₹ 7,08,953 
Notes
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Costs

Summary

M/t On Link Road Kamli To Dhar Jhokdi In Km 0/00 To 0/500

Description

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Providing and laying (to level or slope) reinforced cement concrete pipe NP2- 900 mm (nine hundred milimeter) diameter for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement isto two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets as per technical specification clause 1108(one thousand one hundred eight), or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

10

19757

1975.7

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Construction of unlined surface drain by Manual Means of average cross-sectional area 0.20 sqm (zero point two zero square meters) in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with in all lead and lift as per Technical Specification Clause 307 (three zero seven) including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

495

4455

9

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Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil completed as per HPPWD specification and as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

1567.5

705

0.45

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Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade completed as per HPPWD specification and as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

1567.5

862

0.55

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Construction of granular sub-base Grading-I 150mm thick (One Hundred Fifty milimeter) by providing well graded material, mixing in a mechanical mix in plant at OMC, carraige of mixed material to work site upto a lead of 1000 m spreading in uniform layers with motor grader on prepared surface, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 and as per the direction of Engineer-in-charge including all leads and lifts and other incidental charges.

235.13

199155

847

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Providing, laying, spreading and compacting 75mm thick (seventy Five milimeter) WBM Gr-III with stone aggregates of specific sizes (53mm to 22.4mm) 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 as per MORD Technical Specification Clause 405 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges by mechanical means.

113.44

105760

932.3

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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 0.70-1.0 kg/sqm using mechanical means as per MORD Technical Specification Clause 502 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidentals.

1512.5

51803

34.25

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.27 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503 including carriage of materials, labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidentals.

1512.5

18528

12.25

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Providing, laying by Mechanical means and rolling of open-graded premix carpet of 20 mm (twenty milimeters) thickness with specified size of graded stone aggregates using viscus grade bitumen (VG-10 (ten)) 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 (eighty to hundred kilo Newton) static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 (five zero eight) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

1512.5

178777

118.2

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Providing and laying seal coat By Mechanical Means sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (five hundred ten) using Bitumen VG 10 (ten) ) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges.

1512.5

69423

45.9



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