Improvement works- Providing MSS overlay, Construction of Culvert and CC Drain at Durgipalla- Bejja Munnipadi Road fom CH 0.000 to 7.500 ( work arranged from 0.000-5.100) at Manjeshwar Constituency , Kasaragod District

Amount

Road work

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

OD102603/2022-2023:Mixed seal surfacing providing and rolling of close graded Pre- mix surfacing material of 20 mm thickness composed of 11.2 mm to 9 mm (Type A) aggregate using Bitumen VG -30 to required line grade and level to serve as wearing course on a previously prepared base including mixed in suitable plant and rolling with a static roller 8-10 KN and finishing to required level and grades as per technical specification.

10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor

3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

3.13.2.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. <br> Ordinary Rock (not requiring blasting) - Mechanical Means<br>

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>

14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

OD251131/2022-2023:Providing and fixing DLP board for road work with non retro reflectarised vinyl sign with one years warranty manufactured vinyl printed sheeting fixed over aluminium sheeting 3mm thick Aluminium composite material with area not exceeding 0.9sqm with suitable 3mm thick/Aluminium composite material with area not exceeding 0.9sqm with suitable backsupporting frame of MS angle square 25X25X3mm and supported on GI square pipe 50mmX50mm NB confirming to IS 1239 fixed to the ground by means of properly designed foundation with M15 grade cement concrete minimum size 40X40X50cm, 50cm below ground level including painting all exposed surface with two coat of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

ABDUL KHADER V P

MOHAMMED ASHKAR A K

E I MUHAMMED

ABDUL SALAM PM

ABOOBACKER SIDDIK S U

MOHAMMED HANEEF

Bidder Name

ABDUL KHADER V P

MOHAMMED HANEEF

ADUKAM ABDUL RAHIMAN

E I MUHAMMED

ABDUL SALAM PM

MOHAMMED ASHKAR A K

ABOOBACKER SIDDIK S U