Improvement of South Ring Road (Vazhapalli Jn to East fort) at Sree Padmanabha Swamy Temple, Thiruvananthapuram

Amount

Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.

Taking out existing kerb stones of all types from footpath/central verge including removal of mortar etc.disposal of unserviceable material to the dumbing ground for which payment shall be made seperatley and stacking of serviceable material within 50 meters lead as per direction of Engineer-in-charge.

extra conveyance for dumbing dismantiled materials for 5km

Taking out existing CC interlocking paver blocks from footpath/central verge including removal of rubbish etc.disposal of unserviceable material to the dumbing ground for which payment shall be made seperatley and stacking of serviceable material within 50 meters lead as per direction of Engineer-in-charge.

extra conveyance for dumbing dismantiled materials for 5km

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

extra conveyance for dumbing dismantiled materials for 4km

Demolishing lime concrete manually/by mechanical means and disposal of material within 50 meters lead as per direction of Engineer-in-charge.

extra conveyance for dumbing dismantiled materials for 5km

Dismantling Soling having size 150mm thickness and disposal of excavated stone lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge.

extra conveyance for dumbing dismantiled materials for 5km

Demolishing R.C.C work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

extra conveyance for dumbing dismantiled materials for 5km

Close timbering in trenches including strutting ,shoring and packing cavities (where ever required )complete.(Measurements to be taken of the face area timbered).Depth not exceeding 1.5m.

od5576/2017_2018 : Lifting and existing precast RCC covering slab from drain and culvert for removal of slit and placing the same slab on position after completion of clearing work including all labour charges and miscellaneous expense etc(ordinary slab of average size 100cm*60cm*15 cm)

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

Extra conveyance for disposal of excuse soil fort 5km

Bailing of the water with 5HP engine and pump set including conveyance to site and erecting for a cost of fuel, lubrication oil and other stores pay of staff,etc complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.

Supplying and filling in plinth with Quarry dust under floors, including watering, ramming, consolidating and dressing complete

Plastering with cm 1:3 1:3 ( 1 cement : 3 fine sand)

Providing and fixing Precast Granite Kerb stone using size 600x150x450mm over C.M. 1:3 for to support pavement flooring including cost and conveyance of granite from available source including the labour charges for fixing the kerb in position to the line, level and gradient including pointing with C.M.1:3 and all other incidental charges etc. complete.

Providing and fixing 2 line hand dressed Sadarahalli granite flooring using 0.60x0.60m size and 50mm thick granite stone with edge cutting 900 finish over C.M. 1:3 for pavement flooring including cost and conveyance of granite from available source including the labour charges for fixing the slab in position to the line, level and gradient including pointing with C.M.1:3 and all other incidental charges etc. complete.

4.1.A.1 MORTH 401 Construction of granular sub-base by providing graded material,mixing in a mechanical mix plant at OMC ,carriage of mixed material to work site ,speading 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 & nbsp :Grading-1 Plant mix method

Crossing

4.12 MORTH 406 Providing ang laying,speading 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.

Crossing

5.1 .a&nbsp: MORTH 502 providing and laying primer coat with bitumen emulsion (ss) on prepared surface of granular base including clearing of road surface and sprayer primer at the rate of 0.70-1.0 kg/sqm using mechanical means

Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom with Rapid Setting bitumen emulsion on bituminous surface @ 0.25kg/sq.m

Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.5 per cent by weight of total 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. 505 complete in all respects. For grading - II (26.5 mm nominal size)

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

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.

Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trnching, refilling & testing of joints complete as per direction of Engineer-in-charge.75mm dia 6kgf/cm2.

Providing and fixing PVC moulded fittings/accessories for rigid PVC pipes including jointing with PVC solvent cement- 75mm dia socket /Coupling.

75mm φ Coupling

Providing and fixing PVC moulded fittings/accessories for rigid PVC pipes including jointing with PVC solvent cement- 75mm dia Bend.

Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trnching, refilling & testing of joints complete as per direction of Engineer-in-charge.110mm dia 6kgf/cm2.

Supplying &laying HDPE 150mm dia.corrugated pipe lines through out the trunch for cable connection

Crossing @15m interval

Providing and fixing PVC moulded fittings/accessories for rigid PVC pipes including jointing with PVC solvent cement- 110mm dia socket /Coupling.

Providing and fixing PVC moulded fittings/accessories for rigid PVC pipes including jointing with PVC solvent cement- 110mm dia Bend.

Brick work Cement mortar 1:4 (1 cement : 4 coarse sand)(for residential steps)

Supplying and fixing C.I. cover with frame for manholes :455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg

Supplying and fixing C.I. cover with frame for manholes :455x610 mm rectangular C.I. cover (heavy duty) the weight of the cover to be not less than 23 kg

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<br> Road Markers/Road Stud with Lense Reflector :-

Providing and fixing circular / hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing .

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.<br> 60 cm circular

Extra charges for Shifting utility such as electricpost,water supply line, telephone cables, unserviceable telephone post etc. The payment will be released only after submission of concerned athority bills.

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