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| 1 | Re-Construction of road from Abhayapuri Gauravpath to Abhayapuri Court including RCC DrainMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 2 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 3 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502(Provided only on WBM surface) |
| 4 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 5 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler ( refer table 500-9 ofMoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumenfor GradingII(10 mm nominal size) |
| 6 | Providing Hump type speed breaker_Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 7 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler ( refer table 500-9 ofMoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumenfor GradingII(10 mm nominal size) |
| 8 | 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 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered) |
| 9 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 10 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801800mm x 600mm rectangular |
| 11 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801600mm equilateral tringle |
| 12 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801600mm Circular |
| 13 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I.Ordinary Soil.A. Manual Means. (i) Upto 3.00 M depth. |
| 14 | Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 15 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses1002, 1005, 1010 & 1202 |
| 16 | Plain/reinforced cement concrete in substructure complete as per drawingsand technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 17 | 2_Re-Construction of road from Abhayapuri College to Deohati Road to Kalitapara RoadMaking up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 mas per technical specification Clause 1903(existing width of shoulder is considered 1.00 m) |
| 18 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. |
| 19 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502(Provided only on WBM surface) |
| 20 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 21 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler ( refer table 500-9 ofMoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumenfor GradingII(10 mm nominal size) |
| 22 | Providing Hump type speed breaker_Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 23 | Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. including carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler ( refer table 500-9 ofMoSRT&H specification)(I)\"with 60/70 or VG-30 grade bitumenfor GradingII(10 mm nominal size) |
| 24 | 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 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications(80% length of the Road is considered) |
| 25 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 26 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801800mm x 600mm rectangular |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801600mm equilateral tringle |
| 28 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801600mm Circular |
| 29 | 3_Re-Construction of SPT Bridge No1/1 at Kakoijana Uzanpara (Rabhapara), Kakojana,Labour for dismemtelling all members of thetimbers bridge ( except pile ) with necessary scaffolding, jati bamboo, jumper ropes, complete and stacking them at suitable places as directed( all members will be under custody of the contractor will taken over by the department) |
| 30 | Labour for taking out old piles of timber bridge with necessary scaffolding , Jati bamboos , Jumper ropes etc, complete and stacking them at suitable places as directed |
| 31 | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) |
| 32 | Supplying and driving Sal piles 25 cm to 39 cm dia dressed to heare wood including marking length in every 30 cm interval , coaltering two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar. ii) Portion of Pile remaining above ground |
| 33 | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) |
| 34 | Scarfingand joining piles25 cm to 30 cm diameter.Dressed to heart woodeachjoint 90 cm in lengthincluding supplying ,fitting, and fixingwith 2 nos. of 50mmx10mm MSFIand 16mm dia MS bolts and nuts etc complete as directed ( Timber for piles and coal tarring shall be measured and paid separately) Main Pile |
| 35 | (a)Supplying fitting and fixing sal swan timber beamand bearing beam rectangular in size fitted with MS straps etcincluding supplying spikesetc necessary and caol tarring two ( 2) coats with tar applied hot as directed ( Rate is inclusive of cost of the required quantity of tar. Bearing Beam |
| 36 | Supplyingfitting and fixingU shaped flat iron strap making0.50 x 0.30 m size from 150 mm x 12 mm size MS flat including providing 10 bolts holes and fitting with 0.35 m long 20 mm dia MS bolts including fitting tightly with bearing beam , pile and RSJ beam etc as directed bu the department |
| 37 | Sal wood work includingsupplying fitting fixingcomplete with necessary M.S bolts,nuts, nails, screws etc and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar), Undressed in floor planks, collars, bracing, standards, wheel guard, runner ,belt, railing etc |
| 38 | Sal wood work includingsupplying fitting fixingcomplete with necessary M.S bolts,nuts, nails, screws etc and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar). In Trackway planks (alternate nailing to be done in staggered way) |
| 39 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(a) From private land (As per quantity calculation sheet) |
| 40 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 41 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (III) PCC Grade M20 , Naminal mix 1:2:4 (Hand mixed) |
| 42 | Construction of cold weather Bamboo bridge overall width 3.70m |
| 43 | 4_ Re-Construction of SPT Bridge No1/2 at Kakoijana Uzanpara (Rabhapara), KakojanaLabour for dismemtelling all members of thetimbers bridge ( except pile ) with necessary scaffolding, jati bamboo, jumper ropes, complete and stacking them at suitable places as directed( all members will be under custody of the contractor will taken over by the department) |
| 44 | Labour for taking out old piles of timber bridge with necessary scaffolding , Jati bamboos , Jumper ropes etc, complete and stacking them at suitable places as directed |
| 45 | Supplying and driving Sal piles 25 cm to 39 cm dia dressed to heare wood including marking length in every 30 cm interval , coaltering two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar. (a) With road monkey and crab winch |
| 46 | Supplying and driving Sal piles 25 cm to 39 cm dia dressed to heare wood including marking length in every 30 cm interval , coaltering two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar. ii) Portion of Pile remaining above ground |
| 47 | Supplying and driving timber piles of 25cm to 30cm diameter, dressed to heart wood including making length in every 30 cm interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar.) |
| 48 | Scarfingand joining piles25 cm to 30 cm diameter.Dressed to heart woodeachjoint 90 cm in lengthincluding supplying ,fitting, and fixingwith 2 nos. of 50mmx10mm MSFIand 16mm dia MS bolts and nuts etc complete as directed ( Timber for piles and coal tarring shall be measured and paid separately) |
| 49 | (a)Supplying fitting and fixing sal swan timber beamand bearing beam rectangular in size fitted with MS straps etcincluding supplying spikesetc necessary and caol tarring two ( 2) coats with tar applied hot as directed ( Rate is inclusive of cost of the required quantity of tar |
| 50 | Supplyingfitting and fixingU shaped flat iron strap making0.50 x 0.30 m size from 150 mm x 12 mm size MS flat including providing 10 bolts holes and fitting with 0.35 m long 20 mm dia MS bolts including fitting tightly with bearing beam , pile and RSJ beam etc as directed bu the department |
| 51 | Sal wood work includingsupplying fitting fixingcomplete with necessary M.S bolts,nuts, nails, screws etc and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar). Undressed in floor planks, collars, bracing, standards, wheel guard, runner ,belt, railing etc |
| 52 | Sal wood work includingsupplying fitting fixingcomplete with necessary M.S bolts,nuts, nails, screws etc and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar). (b) In Trackway planks (alternate nailing to be done in staggered way) |
| 53 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(a) From private land |
| 54 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 55 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (III) PCC Grade M20 , Naminal mix 1:2:4 (Hand mixed) |
| 56 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed.(a)Without Boat |
| 57 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm |
| 58 | 5_ Re-Construction of SPT Bridge No. 8/1 on Purana Bijni to Patiladaha RoadLabour for dismemtelling all members of thetimbers bridge ( except pile ) with necessary scaffolding, jati bamboo, jumper ropes, complete and stacking them at suitable places as directed( all members will be under custody of the contractor will taken over by the department) |
| 59 | Labour for taking out old piles of timber bridge with necessary scaffolding , Jati bamboos , Jumper ropes etc, complete and stacking them at suitable places as directed |
| 60 | Supplying and driving Sal piles 25 cm to 39 cm dia dressed to heare wood including marking length in every 30 cm interval , coaltering two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar. (a) With road monkey and crab winch |
| 61 | Supplying and driving Sal piles 25 cm to 39 cm dia dressed to heare wood including marking length in every 30 cm interval , coaltering two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar. ii) Portion of Pile remaining above ground |
| 62 | Scarfingand joining piles25 cm to 30 cm diameter.Dressed to heart woodeachjoint 90 cm in lengthincluding supplying ,fitting, and fixingwith 2 nos. of 50mmx10mm MSFIand 16mm dia MS bolts and nuts etc complete as directed ( Timber for piles and coal tarring shall be measured and paid separately) |
| 63 | Labour fortaking out old Log Beam of Bridge and the refitting the same including supplyingand fixing necessary new MS bolt, nuts, spikes, nails etc. complete and coal tarring with best tar applied hot as directed ( Rate inclusive of cost of the required quantity of tar) |
| 64 | (a)Supplying fitting and fixing sal swan timber beamand bearing beam rectangular in size fitted with MS straps etcincluding supplying spikesetc necessary and caol tarring two ( 2) coats with tar applied hot as directed ( Rate is inclusive of cost of the required quantity of tar |
| 65 | Supplyingfitting and fixingU shaped flat iron strap making0.50 x 0.30 m size from 150 mm x 12 mm size MS flat including providing 10 bolts holes and fitting with 0.35 m long 20 mm dia MS bolts including fitting tightly with bearing beam , pile and RSJ beam etc as directed bu the department |
| 66 | Sal wood work includingsupplying fitting fixingcomplete with necessary M.S bolts,nuts, nails, screws etc and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar). Undressed in floor planks, collars, bracing, standards, wheel guard, runner ,belt, railing etc |
| 67 | Sal wood work includingsupplying fitting fixingcomplete with necessary M.S bolts,nuts, nails, screws etc and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar). (b) In Trackway planks (alternate nailing to be done in staggered way) |
| 68 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(a) From private land |
| 69 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 70 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (III) PCC Grade M20 , Naminal mix 1:2:4 (Hand mixed) |
| 71 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed.(a)Without Boat |
| 72 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm |
| 73 | 6_Re-Construction of SPT Bridge No 2/1 on Jhaobari to Alaguri Pt-I Road under Mukhya Mantrir Path Nabikaran Aachani (MMPNA) Labour for dismemtelling all members of thetimbers bridge ( except pile ) with necessary scaffolding, jati bamboo, jumper ropes, complete and stacking them at suitable places as directed( all members will be under custody of the contractor will taken over by the department) |
| 74 | Supplying and driving Sal piles 25 cm to 30 cm dia dressed to heare wood including marking length in every 30 cm interval , coaltering two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.A. Using Sal Timber ( b) Manually with Labourii)Portion of Pile remain above ground o.90 for scarft jointMain Pile = ( 3.10 + 0.90 ) = 4.00 m |
| 75 | (a)Supplying fitting and fixing sal swan timber beamand bearing beam rectangular in size fitted with MS straps etcincluding supplying spikesetc necessary and caol tarring two ( 2) coats with tar applied hot as directed ( Rate is inclusive of cost of the required quantity of tarBearing Beam= |
| 76 | Supplyingfitting and fixingU shaped flat iron strap making0.50 x 0.30 m size from 150 mm x 12 mm size MS flat including providing 10 bolts holes and fitting with 0.35 m long 20 mm dia MS bolts including fitting tightly with bearing beam , pile and RSJ beam etc as directed bu the department |
| 77 | Sal Wood work includingsupplying fitting fixingcomplete with necessary M.S bolts,nuts, nails, screws etc and coal tarring two (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar). (B) Using Azar/ Nahar/ Nageswar/Zarul Wood(a) Undressed in floor planks, collars, bracing, standards, wheel guard, runner ,belt, railing etc |
| 78 | In Trackway planks (alternate nailing to be done in staggered way) |
| 79 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(a) From private land (As per quantity calculation sheet) |
| 80 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 81 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With crushed Stone (III) PCC Grade M20 , Naminal mix 1:2:4 (Hand mixed) |
| 82 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (a)Without Boat |
| 83 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm |
