| Name of Work: Repairing, Maintenance and Re-carpeting of Roads in Silvassa Municipal Council area phase -II. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Scarifying the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and deposting on the road side slope has directed. Upto 50 mts. Lead. | 60.9 | One Square Meter | |
| 2 | 2 | Demolition including stacking of serviceable material and disposal of unserviceable material with all lead and lift. (i) R.C.C. work. | 3.9 | One Cubic Meter | |
| 3 | 3 | Provinding and Casting in situ controlled cement concrete M.150 for P.C.C. including necessary steel Shuttering laying, vibrating, ramming and curing Complete | 12.2 | One Cubic Meter | |
| 4 | 4 | Providing and laying controlled cement concrete M. 250 and curing complete including the cost of steel from work but excluding the cost of reinforcement for reinforced concrete works in ( C ) Road Divider Beam etc complete directed by Engineer-in-charge. (As given approved design) | 56.6 | One Cubic Meter | |
| 5 | 5 | Providing TMT Bar Fe 500/ 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two Level. (Upto 10 Ton) | 3679 | One Kilogram | |
| 6 | 6 | Filling in Foundation and Plinth with selected soil in layers of 20 cm thickness including watering ramming and consolidating etc. complete as directed by Engineer in charge (Upto 10 Ton) | 67.7 | One Cubic Meter | |
| 7 | 7 | Painting one coat of Priming and two coat oil painting on external surface of road divider with enamel paint brushing interior to give an even shade including cleaning the surface of all dirt,dust and other foreign matter (i) over 10 cm in width. | 337.9 | One Square Meter | |
| 8 | 8 | Scarifying the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and deposting on the road side slope has directed. Upto 50 mts. Lead. | 18841.5 | One Square Meter | |
| 9 | 9 | Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50Mt.lead. | 2989.7 | One Cubic Meter | |
| 10 | 10 | Disposing of available excavated earth carriage of materials (earth) by mechanical transport including loading, unloading and stacking lead up to 2.00 km (upto 10 ton) as directed by Engineer incharge | 2989.7 | One Cubic Meter | |
| 11 | 11 | Providing, Laying, Spreading and Compacting 280 mm thick graded stone aggregate material in sub base course mixing in a mechanical mix plant at OMC carrieage of mix material spreding in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labours, machinery, etc. completed | 2435.2 | One Cubic Meter | |
| 12 | 12 | Providing and Laying 250mm thick (in two equal layer) of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials etc. completed as directed by Engineer in charge | 2947.15 | One Cubic Meter | |
| 13 | 13 | Providing and laying compacted 80 mm thick dense graded bituminous macadam (DBM) grade 2 in single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using Asphalt VG 40 grade tack coat at the rate of 5.00 kg / 10 sqm in each using crushed aggregates of specified grading premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrotatic paver finish with sensor control with minimum road width or as directed by Engineer incharge to the required grade, level and alignment, rolling, with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications etc. complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer incharge for approval. If the asphalt (bituminous) content is more then above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design. [Assume density 2.30 gms/cm3] | 1053.5 | One Metric Tonne | |
| 14 | 14 | Providing and laying compacted 50 mm thick dense graded bituminous macadam (DBM) grade 2 in single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using Asphalt VG 40 grade tack coat at the rate of 5.00 kg / 10 sqm in each using crushed aggregates of specified grading premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler, transporting the hot mix to work site laying with a hydrotatic paver finish with sensor control with minimum road width or as directed by Engineer incharge to the required grade, level and alignment, rolling, with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications etc. complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer incharge for approval. If the asphalt (bituminous) content is more then above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design. [Assume density 2.30 gms/cm3] | 1512.6 | One Metric Tonne | |
| 15 | 15 | Providing and laying 50 mm thick bituminious concrete using crushed stone aggregate BT chips as per required gradation and using VG-40 Asphalt as tack coat @ 2.50 kg / 10 sqm and the VG-40 grade asphalt at 5.40 % (i.e. 54 kg/MT) by total weight of mix hot laid process using drum mix plant incluing heating and mixing asphalt and materials by drum mix process transporting the mix and laying by paver finishers including consolidation with vibratory roller & PTR including cost of material labour machinery equipment and fuel, oil, lubricant for plant and machinary, etc. complete. The agency shall have to get the mix design done from approved laboratory and submit to the engineer incharge for approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design | 2998.7 | One Metric Tonne | |
| 16 | 16 | Providing and laying 40 mm thick bituminious concrete using crushed stone aggregate BT chips as per required gradation and using VG-40 Asphalt as tack coat @ 2.50 kg / 10 sqm and the VG-40 grade asphalt at 5.40 % (i.e. 54 kg/MT) by total weight of mix hot laid process using drum mix plant incluing heating and mixing asphalt and materials by drum mix process transporting the mix and laying by paver finishers including consolidation with vibratory roller & PTR including cost of material labour machinery equipment and fuel, oil, lubricant for plant and machinary, etc. complete. The agency shall have to get the mix design done from approved laboratory and submit to the engineer incharge for approval. If the asphalt (bituminious) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design | 174.45 | One Metric Tonne | |
| 17 | 17 | Providing and applying Asphalt painting on paver finish surface with bitumen of VG-40 at the rate of 6.00 kg / 10 sqm using hot straight run bitumen including heating the bitumen, spreading the bitumen with mechnically operated spray unit fitted on bitumen bolier, including preparing surface by brushing with wire brushes for removing caked mud etc. seeping with brooms and finally fanning the cleaned surface with guring bags to remove all loose etc. and spreading of stone dust on painted sureface at the rate of 0.08 cum / 10 sqm including cleaning etc. complete | 27260.8 | One Square Meter | |
| 18 | 18 | Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including Reflectorising Glass Beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 & finished surface to be level, uniform and free from streaks and holes | 1708.45 | One Square Meter | |
| 19 | 19 | Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (Engineer grade) | 731 | One Number | |
| 20 | 20 | Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade .... | 6 | One Number | |
| 21 | 21 | Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge.(B) High Intensity Grade..... | 44 | One Number | |
| 22 | 22 | Place ideatification sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 150 x 90cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50x50x5mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade .... | 4 | One Number | |
| 23 | 23 | Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and whitebends. the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(B) High Intensity Grade..... | 6 | One Number | |
| 24 | 24 | Stop Sign:- Providing and fixing sign board made out of 2 mm aluminium sheets size 90x90 cm rectangle as per the design of IRC-67-1977 pre tretted with phospheting process and acid teching coated with one coat of epoxy primer and two coat of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. specification 3.1 Mt. long stand post and frame fabricated from suitable size iron angle of 35x35x3 mm 75x75x6 mm as required painted with best quality epoxy coating in black and white bends the details of symbol for each board shall be as per the instruction of Engineer-in-charge. the fixing at site shall be in 1:2:4 CC block of size 45x45x60 cm for each leg including excavtion curing etc complete under the supervision of Engineer-in-charge. (B) High Intencity Grade... | 2 | One Number | |
| 25 | 25 | Parking Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 60 x 60cms. sequare plus 60 x 20cms rectangular additional plate as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade .... | 6 | One Number |
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