Maradu Municipality RKI-DB4/114/19 Renovation of ambalakkadavu koladathu Bund road

Amount

BM &BC Tarring

3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>

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

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.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.

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>

8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

8.35 : Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-

Constructing drain

2.4.1.C : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Prestressed / Reinforced cement concrete grade M-20 & above. - By Manual Means <br>

2.4.2.A : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>

2.4.4.B : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Stone Masonry - Rubble stone masonry in cement mortar.<br>

od1384306/2021_2022 : DR Packing under Foundation - Dry stone packing under foundation with good&lt;br&gt;quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of&lt;br&gt;departmental officers at siteModified 60.7.2&lt;br&gt;

od1384307/2021_2022 : DR Packing under Foundation - Dry stone packing under foundation with&lt;br&gt;DEPARTMENT RUBBLE. complete as per direction of departmental officers at site&lt;br&gt;Modified 60.7.2&lt;br&gt;

12.1.A.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3 m - Manual Means

od1384501/2021_2022 : Providing concrete for plain/reinforced concrete in open foundations complete as per&lt;br&gt;drawings and technical specifications Clause 802, 803, 1202 &amp; 1203(Modified 11.4.1.1)OD 19/21-22&lt;br&gt;I.P.C.C grade M 10&lt;br&gt;(i)Nominal mix 1:3:6&lt;br&gt;

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

od1384543/2021_2022 : Providing concrete for plain cement concrete PCC grade M20 nominal mix 1:2:4 using 20mm broken stone without form work (wearing coat for culvert,top belt for dry rubble wall,wearing coat of drain etc&lt;br&gt;

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

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

od1384314/2021_2022 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

od1384316/2021_2022 : Man engaging for replacing the covering slab in position

Tile paving

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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 <br> Grading-I - Plant Mix Method

od1384480/2021_2022 : Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

od1384482/2021_2022 : Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm&lt;br&gt;DEPARTMENT PAVER BLOCKS, laid in required pattern over and including a compacted bed of 6mm stone&lt;br&gt;aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge.&lt;br&gt;

od1384485/2021_2022 : Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40&lt;br&gt;hydraulic blocks of approved size, design &amp; shape, laid in required pattern over and including a compacted&lt;br&gt;bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-&lt;br&gt;in-charge.&lt;br&gt;

od1384487/2021_2022 : Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC&lt;br&gt;1:2:4 (1 cement: 2 fine aggregate: 4&lt;br&gt;course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required&lt;br&gt;including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course&lt;br&gt;aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per&lt;br&gt;specification&lt;br&gt;(i) Nominal mix (1:2:4) Modified 75.8.1&lt;br&gt;

od1384491/2021_2022 : Supplying and fixing in place granite name board of slab area less than 0.9sqm&lt;br&gt;including engraving and painting letters etc complete as per direction of Engineer in charge at site OD 79/21-&lt;br&gt;22&lt;br&gt;

T K Varghese

MARYSADAN PROJECTS PVT LTD

Bidder Name

SINTHIL.KM

T K Varghese

MARYSADAN PROJECTS PVT LTD