SOPD_G_20_21_235 Improvement/Re-construction of (a) Hugrajuli to Khaubla centre road , (b) Batachipur to Abhoi centre road, (c) Belsiri to Abhoi centre road, (d) Batachipur to Mouriapur road under SOPD-G for the year 2020-21

Amount

Hugrajuli to Khaubla centre road Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means.(A) In area of non thorny jungle

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.(I) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(I) Private Land

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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii)For Grading II Material

SPT BRIDGE WORKS: Making 120cm wide bamboo foot bridge with 100mm Bholuka or Barua bamboo posts driven 120 cm to 180 cm underground 3 Nos. in each row and rows being 3m apart bholuka or Barua bamboo dham placed over the posts and tied with cane or wire , Bholuka or barua bamboo struts in each row both up and down stream, jati bamboo long gorhs closely packed and tied with dham. Single layer of mat placed over 75mm thick brush wood and tied with bholuka or Barua bamboo rail stand fixed in one side of the bridge etc. complete.

Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)complete as directed

Pile shoes:Supplying fitting and fixing pile shoes made of 6mm thick mild steel plate with necessary welding joints,size of pile shoes will be 78.54cm(Circumferencial length at top)x50cm (Depth)x5cm(circumferencial length at bottom)and inside 25 cm dia at top,including fitting and fixing (39Nos)M.S.plate of size 6mmx 50mm,length 45cm at top of the pile shoewith necessary welding and drilling three nos of holes in each plate including fitting and fixing the pile shoe at the pile end with necessary patent nails etc. complete as directed by the department.The pile shoe should be campered to fit the pile shoe properly with necessary grooving for placing the MS plates and pile shoe.

Supplying and driving Sal piles 25cm to 30cm dia. Dressed to heart wood including marking length in every 30 cms interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar)With Rod Monkey crab winch.(i)Portion of pile actually driven under ground

Supplying and driving Sal piles 25cm to 30cm dia. Dressed to heart wood including marking length in every 30 cms interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar)With Rod Monkey crab winch(ii)Portion of pile remaining above ground

(a) Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. cleats, straps etc. supplying spikes etc. as necessary and coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar)(a) Using Sal Timber

Labour for making "U" shaped flat iron strap making 0.5mX0.3m size from 150mmX12mm size MS flat including providing 10 bolts holes and fitting with 0.35m long 20mm dia MS bolts including fitting tightly withbearing beam, pile and RSJ beams etc. as diected by the Department.

(a) Labour for fitting and fixing R.S.J. beams, old C.I. saddle etc. in position including necessary scaffolding and fixing with necessary bolts and nuts, painting two (2) coats complete (Tar-Steel paint to be supplied by the contractor at his own cost)

Azar or Nahar or Nageswar or zarul ofr sundi or gamari wood works including supplying , foitting , and fixing complete with necessary M.S. bolts, nuts, nails scerws etc. and coal tarring two coats (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) (a)Undressed in floor planks,collars,bracing and standards,wheel guards,struts and railingsrunner belts,rail,post etc.

Azar or Nahar or Nageswar or zarul ofr sundi or gamari wood works including supplying , foitting , and fixing complete with necessary M.S. bolts, nuts, nails scerws etc. and coal tarring two coats (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 a staggered way)

HP CULVERT WORKS: Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.C)Above 900 mm dia Hume pipe

1000 mm dia Single HPC Earth work in excavation for fouundation of structure upto 3.00m depth as per drawing and technical specification clause 1104 including setting out,construction of shoring and bracing,removals of stumps and other deleterious matter,dressing of side and bottom and back filling with approved materials.

Plain cement concrete M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and Technical specification Clause 1109.

(B) Type B(First class)Beddingii)Laying (First class) Bedding on well compected sand,moorum or approved Granular material.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 &1203.(b)With natural Gravel.III.PCC Grade M20.Nominal mix.(1:2:4)

Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation,protection works,backfilling,concrete and massonry works in head walls and parapets clause 1106.C.1000mm dia.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

1000mm dia Triple opening HPC Earth work in excavation for fouundation of structure upto 3.00m depth as per drawing and technical specification clause 1104 including setting out,construction of shoring and bracing,removals of stumps and other deleterious matter,dressing of side and bottom and back filling with approved materials.1.Ordinary soil.A.Manual means(with dewatering)i)Upto depth of 3.00m.

Plain cement concrete M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and Technical specification Clause 1109.

(B) Type B(First class)Beddingii)Laying (First class) Bedding on well compected sand,moorum or approved Granular material. as per clause 1106

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 &1203.(b)With natural Gravel.III.PCC Grade M20.Nominal mix.(1:2:4)

Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation,protection works,backfilling,concrete and massonry works in head walls and parapets clause 1106.. 1000mm dia

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

PROTECTION WORK: Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification Clause 1302.

Providing and laying pitching on slopeslaid over prepeared filter media complete as per drawing and technical specification Clause 1302.

Batachipur to Abhoi centre road. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means.(A) In area of non thorny jungle

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(I) Private Land

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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii)For Grading II Material

SPT BRIDGE WORKS: Making 120cm wide bamboo foot bridge with 100mm Bholuka or Barua bamboo posts driven 120 cm to 180 cm underground 3 Nos. in each row and rows being 3m apart bholuka or Barua bamboo dham placed over the posts and tied with cane or wire , Bholuka or barua bamboo struts in each row both up and down stream, jati bamboo long gorhs closely packed and tied with dham. Single layer of mat placed over 75mm thick brush wood and tied with bholuka or Barua bamboo rail stand fixed in one side of the bridge etc. complete.

Labour for dismanteling all members of the timber bridge (except piles) and stacking them at sutiable places as directed( all members will be under custody of the contractor till taken over by th department.)complete as directed

Pile shoes:Supplying fitting and fixing pile shoes made of 6mm thick mild steel plate with necessary welding joints,size of pile shoes will be 78.54cm(Circumferencial length at top)x50cm (Depth)x5cm(circumferencial length at bottom)and inside 25 cm dia at top,including fitting and fixing (39Nos)M.S.plate of size 6mmx 50mm,length 45cm at top of the pile shoewith necessary welding and drilling three nos of holes in each plate including fitting and fixing the pile shoe at the pile end with necessary patent nails etc. complete as directed by the department.The pile shoe should be campered to fit the pile shoe properly with necessary grooving for placing the MS plates and pile shoe.

Supplying and driving Sal piles 25cm to 30cm dia. Dressed to heart wood including marking length in every 30 cms interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar)With Rod Monkey crab winch.(i)Portion of pile actually driven under ground

Supplying and driving Sal piles 25cm to 30cm dia. Dressed to heart wood including marking length in every 30 cms interval, coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar)With Rod Monkey crab winch.(ii)Portion of pile remaining above ground

(a) Supplying, fitting and fixing timber beam and bearing beam rectangular in size fitted with M.S. cleats, straps etc. supplying spikes etc. as necessary and coal tarring two (2) coats with best tar applied hot (Rate inclusive of the cost of the required quantity of tar)(a) Using Sal Timber

Labour for making "U" shaped flat iron strap making 0.5mX0.3m size from 150mmX12mm size MS flat including providing 10 bolts holes and fitting with 0.35m long 20mm dia MS bolts including fitting tightly withbearing beam, pile and RSJ beams etc. as diected by the Department.

(a) Labour for fitting and fixing R.S.J. beams, old C.I. saddle etc. in position including necessary scaffolding and fixing with necessary bolts and nuts, painting two (2) coats complete (Tar-Steel paint to be supplied by the contractor at his own cost)

Azar or Nahar or Nageswar or zarul ofr sundi or gamari wood works including supplying , foitting , and fixing complete with necessary M.S. bolts, nuts, nails scerws etc. and coal tarring two coats (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) (a)Undressed in floor planks,collars,bracing and standards,wheel guards,struts and railingsrunner belts,rail,post etc. (a)Undressed in floor planks,collars,bracing and standards,wheel guards,struts and railingsrunner belts,rail,post etc.

Azar or Nahar or Nageswar or zarul ofr sundi or gamari wood works including supplying , foitting , and fixing complete with necessary M.S. bolts, nuts, nails scerws etc. and coal tarring two coats (2) coats with best tar applied hot (Rate is inclusive of the cost of the required quantity of tar.) (a)Undressed in floor planks,collars,bracing and standards,wheel guards,struts and railingsrunner belts,rail,post etc.(b)In trackway planks(alternate nailing to be done in a staggered way)

HP CULVERT WORKS: Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.C)Above 900 mm dia Hume pipe

1000 mm dia Single HPC Earth work in excavation for fouundation of structure upto 3.00m depth as per drawing and technical specification clause 1104 including setting out,construction of shoring and bracing,removals of stumps and other deleterious matter,dressing of side and bottom and back filling with approved materials.

Plain cement concrete M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and Technical specification Clause 1109.

(B) Type B(First class)Beddingii)Laying (First class) Bedding on well compected sand,moorum or approved Granular material.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 &1203.(b)With natural Gravel.III.PCC Grade M20.Nominal mix.(1:2:4)

Providing and laying reinforced cement concrete pipe NP3 for culvert on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation,protection works,backfilling,concrete and massonry works in head walls and parapets clause 1106.C.1000mm dia.

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Belsiri to Abhoi centre road. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means.(A) In area of non thorny jungle

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(I) Private Land

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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii)For Grading II Material

Batachipur to Mouriapur road. Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means.(A) In area of non thorny jungle

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.(I) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.(I) Private Land

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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(ii)For Grading II Material

PROTECTION WORK: Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification Clause 1302.

Providing and laying pitching on slopeslaid over prepeared filter media complete as per drawing and technical specification Clause 1302.

NIRMAL PATHAK