NABARD RIDF XXVII Additional Infrastructure facilities at Tanur FH- Construction of Parking Area, Loading area and Internal roads

Amount

Concrete

od5823/2021_2022 : Supplying and laying high strength flexible geogrids (HSFG) as soilreinforcement / basal reinforcement as per MORTH 3100 and IRC 113, made ofhigh tenacity polyester core with polyethylene coating with Minimum LongTerm Design Strength (LTDS) of more than 50% of ultimate tensile strengthat 30 degree Celcius corresponding to 12 % strain .

60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end

BM and BC

4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place Method

3.13.1.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 soil - Mechanical Means - (Depth upto 3 m) <br>

4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

5.2.b : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

5.3.2.a : Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.<br> For Grading II - (19 mm nominal size)<br>

5.6.2.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Grading - II (13.2 mm Nominal Size)<br>

od6108/2021_2022 : Construction of precast RCC drain of M20 grade with inner dimensions 60cm wide and 60cm height with 125mm thick base and 200 mm side walls with 25x25mm haunches made at the inside edges over a bed of 10cm thick with 6mm nominal size aggregate, including steel reinforcement, aggregate size not exceeding12mm, true to line and grade including necessary connection at the intersecting drain, complete as perapproved drawings and technical specifications

od6109/2021_2022 : Construction of precast RCC cover slab for Drain of M20 Grade including&amp;lt;br&amp;gt;steel reinforcement, aggregate size not exceeding 12 mm, true to line and grade including conveying and&amp;lt;br&amp;gt;fixing, complete as per approved drawings and technical specifications

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.G.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer

12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

od6425/2021_2022 : OD Based on MoRD&amp;lt;br&amp;gt; 4.1.A.1 - Granular Sub-base with Well Graded Material (Table 400.1) &amp;lt;br&amp;gt; (A)&amp;lt;br&amp;gt;By Mix in Place Method including department material &amp;lt;br&amp;gt; Construction of&amp;lt;br&amp;gt;granular sub-base by providing well graded material, spreading in uniform&amp;lt;br&amp;gt;layers with motor grader on prepared surface, mixing by mix in place method&amp;lt;br&amp;gt;with rotavator at OMC, and compacting with smooth wheel roller to achieve the&amp;lt;br&amp;gt;desired density, complete as per Technical Specification Clause 401. &amp;lt;br&amp;gt; (i)&amp;lt;br&amp;gt;For Grading I Material

P.KUNHIKOYA

HYDROS

SUDEVAN T

B.M. Mohammed Kunhi

TECTONICS ENGINEERING PROJECTS

B&I CONSTRUCTIONS

PKV INFRACTECH PVT LTD

Bidder Name

Velayudhan M

P.KUNHIKOYA

B.M. Mohammed Kunhi

HYDROS

SUDEVAN T

TECTONICS ENGINEERING PROJECTS

PKV INFRACTECH PVT LTD

B&I CONSTRUCTIONS