GENERAL- Reconstruction of damaged culvert and providing CC drain between km3/800 to 4/200 of Peringathur Kanchirakkadavu road-Reconstruction of damaged culvert and CC drain-General Civil Work

Amount

Reconsruction of culvert

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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means

2.4.2.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 Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means

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 Dismantling Stone Masonry - Rubble stone masonry in cement mortar.

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. Ordinary soil - Mechanical Means - (Depth upto 3 m)

OD13227/2021-2022:Bailing out water using 5HP engine and pump set including conveyance to site and erection,cost of fuel,lubrication oil,and other stores,pay of staff,etc.complete (CPWD code 60.2.2)

OD84906/2021-2022:Ring Bund Type-I :- Putting up ring bund as per approved shape 2.50 m bottom width,1.00 m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.60m apart and filled in between with puddle clay to form bund for an average height of 2.00 m including all labour,dismantling and removing the bund after completion of work,etc.complete as per direction of department engineers at site.

12.3:Sand Filling in Foundation Trenches as per Drawing & Technical Specification

OD84905/2021-2022:collection and supply of good coconut piles 300 mm to 600mm dia. including all cost,conveyance of materials and labour charges ,etc.complete

OD84904/2021-2022:cutting and removing the excess length of coconut piles to line and levels, removing the cut end of piles stacking with all leads and lift including all laabour charges etc complete.

OD84903/2021-2022:Driving down coconut piles 300mm to 600mm dia to lines and levels through various strata including all labour charges for fixing , staging platform and all appliances necessary for pile drivers after pointing the bottom up to 8m depth below ground level including conveyance of equipment and labour charges etc complete.

3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

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. PCC Grade M15

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

13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.

8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - 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.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.

OD84410/2021-2022:Mixed Seal surfacing by manual means (Type A)-Providing ,laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.20 mm to 0.09mm (Type -A) aggregates using viscosity grade bitumen (VG -30) to the required line,grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable HMP of appropriate capacity laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade as per technical specification

55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mm

MANOJ. K

MOHAMMED RASHID

Abdul Jamal P

Bidder Name

MANOJ. K

MOHAMMED RASHID

Abdul Jamal P

ANANDAN K V M