Dispur-9

Amount

Mahapurush Madhav dev: Clearing of mud ,soil, silt from the road surface / debries from road side drain …. upto 5.00 km out side the city…..( 2-times)

Milling of Bituminous Pavement Surface: Cold milling of existing bituminous layers upto the required depth by mechnical means using milling machine….

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replace-ment by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Providing laying spreading and compacting stone aggregates of specific sixes to water bound macadam specificationand compacting to the required density etc. as per Technical Specification clause 405.By manual means . iii) Grading - III materials

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor …....( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing ...; bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, ...(Including cost of testing of materials at site and laboratory as directed by the deptt.) BC Milling

Item No.7/6.7(A)(a) / Providing and laying of interlocking concrete block pavement (ICBP) conforming to IS:15658-2008 including all lead and lift complete as per specification (a) 80 mm thick interlocking precast block having compressive strength 40N/ sq.mm.

Providing , fitting , fixing of MS Channels and RS Joist over foot path, drain as drain cover and apporach slab including welded the channel.. etc. as per drawing & Technical specification.

Dismantling of existing structures like culverts, bridges, retainin walls and other structure comprising of masonry, cement concrete,unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) Cement Concrete Grade M-15

Removing of Hume Pipes, above 900mm dia.

(Dismantling of pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable material separately. Bituminous courses ( DBM,BC etc.)

Earthwork in excavation for foundation of structuires…, Ordinary soil (i) Above 3.00m depth

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. (388.50+240.00+705.18)

Dry rubble flooring, Providing & laying of dry rubble flooring complete as per drawings and technical specifications cl. 1304.

Providing concrete for plain / reinforced concete in open foundations complete as per drawin & Technical specification.PCC grade M10, Nominal mix 1:3:6

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork etc. RCC grade M20

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 Clauses 1002, 1005, 1010 & 1202.

Providing , fitting , fixing of MS Channels and RS Joist over foot path, drain as drain cover and apporach slab including welded the channel and placed over RS Joist including all labour and transportation etc. as per drawing & Technical specification. RSJ,Size 300X140mm @46.00Kg / Rm Channel, Size-200x75 mm @22.32 Kg / Rm

Providing weep holes in Brick masonry Plain/Reinforced concrete abutment, wing wall / the full width of the structure...

Sand Filling in Foundation Trenches as per Drawing & Technical Specification.

Clearing of mud ,soil, silt from the road surface / debries from road side drain deposited at road side for removel after excavation upto 5.00 km out side the city.@ 4 to 5 times cleaning per month.

Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401

Providing laying spreading and compacting stone aggregates of specific sixes to water bound macadam specificationand compacting to the required density etc. as per Technical Specification clause 405.By manual means iii) Grading - III materials

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Dense Graded Bituminous Macadam (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 @ 4.0 to 4.5% by weight of total mix ... and alignment,rolling with smooth wheeled, vibratory roller...

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, .... 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.)

Providing and laying of interlocking concrete block pavement (ICBP) conforming to IS:15658-2008 including all lead and lift complete as per technical specification and as directed.(a) 80 mm thick interlocking precast block having compressive strength 40N/ sq.mm. (Including edge restraints)

Mother teresa road: Cold milling of Bituminous Pavement Surface upto the required depth by mechanical means using milling machine without disturbing the under laying layers to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for reuse, necessary guarding barricading & lighting, including hire charge of machinery, cost of fuel and labour and other incidental charges all complete and as per direction on Engineer-in-charge

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

'Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (I)With Bitumen emulsion CSS-1h

'Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 MoRT&H specification clause No. 509 complete in all respects) (including carriage up to initial lead of 5.0 km from quarry and 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.)

Rupkunwor jyotiprasad agarwala: Recycling pavement by cold milling of existing bituminous layers.planning the surface after cold milling, reclaiming excavated materials to the extent of 30 per cent of the required quintity, hauling and stock piling the reclaimed material near the cent.

Tack Coat :- Providing and applying tack coat with bitumen emulsion(CRS-1) using emulsion distributor at the rate 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.

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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.509. 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.) B. with polymer modified bitumen 70 , (ii) for grading II (13mm nominal size ) ( BC milling )

Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separtely as per clause 303.5.2 as per technical specification clause 302.3.11 , Rate as per analysis

Brick masonary work in cement mortar in substructure complete excepting pointing and plastering as per drawing and technical specification clause 602,603,604,1202 and 1204, (i) In 1:3 cement mortar

Plain/ reinforced cement concrete, in sub structure complete as per drawing and technical specification clauses 802.804,805, 805,807 A) with crushed stone , A) II) PCC .Gr. M20. , nominal mix ( 1:2 :4 )

Plastering with cement mortar (1:4 ), 15mm thick on brick work in sub-structure as per Technical specifications clauses 613.4 and 1204

Labour for removal of mud, debris, silt from the road surface/ debries from the road sides drain deposited at road side for removal after excavation upto 5.00km out side the city area etc. by truck carriage including cleaninas , sweeping the road surface as nacessary loading and unloading with all labour and materials etc. as directed by the deptt.

Sri Ajit Sarma