Ranganadi/ MMPNA/ 1

Amount

RCC box Culvert No.1/1 (3/44/0) on Dolopapathar to Krishnapur Deorigaon Road: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. (i)By manual means (a)In area of non-thorny jungle

Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1 (a) 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. (A) By mix in Place Method :- (I) For Grading II Material

Providing laying spreading and compacting stone aggregates of specific sizes to WBM specification including spreading in uniform thickness handpicking rolling with smooth wheel roller 80-100kN stages to proper grade and camber applying and brooming stone screening binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 3) Grading-III

Providing and laying interlocking concrete block pavement withM40gradegrade of concrete blocks having thickness 80mm as per technical specificationclause 1504 complete including carriage. (a)Including Edge block/ Edge restraints

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including 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 (i)upto 3 m depth

Sand Filling in Foundation Trenches as per Drawing & Technical Specification I) Sand Filling

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 (I)P.C.C grade M 10 Nominal mix 1:3:6

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 IV)RCC Grade M20

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A) With crushed stone I) RCC Grade M20 i)For Nominal Mix 1:2:4 (a)Height upto 5m

Supplying, fitting and placing MS Bar (Fe-500) reinforcement bar (From Primary Producer: TATA/SAIL/EsserSteel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specificationsClauses 1002, 1010 and 1202

Construction of R.C.C. railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not toexceed1 in500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Providing and laying cement concrete wearing courseM30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A)With crushed stone

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing and laying of boulder apron laid in wire crates with 4mm diaGIwire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10 percent extra for laps and jointslaid with stone boulder sweighing not less than 25 kg each as per drawing and technical specifications Clause 1301

RCC box Culvert No.1/1 (3/33/0) on 2no Phulbari Sonari Chuburi Road Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. (i)By manual means (a)In area of non-thorny jungle

Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1 (a) 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. (A) By mix in Place Method :- (I) For Grading II Material

Providing laying spreading and compacting stone aggregates of specific sizes to WBM specification including spreading in uniform thickness handpicking rolling with smooth wheel roller 80-100kN stages to proper grade and camber applying and brooming stone screening binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 3) Grading-III

Providing and laying interlocking concrete block pavement withM40gradegrade of concrete blocks having thickness 80mm as per technical specificationclause 1504 complete including carriage. (a)Including Edge block/ Edge restraints

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing ,construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50 m ,dressing of sides and bottom and backfilling in trenches with excavated suitable material

Providing concrete for plain /reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 &1203 (PCC, M15)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC, M20)

Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804 ,805 ,806,807,1202 and 1204 (RCC,M20)

Supplying, fitting and placing HYSD bar reinforcement in superstructure as per dwawing technical specification Clause 1002,1010 and 1202

Drainage spouts complete as per drawing and technical specifications Clause 1209

Backfilling behind abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204 .3.8

Providing weepholes in brick masonry / stone masonry ,plain / reinforced concrete abutment wing wall ,return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1 ( V ) :20 ( H ) towards drawing face complete as per drawing and technical specification Clauses 614 ,709 ,1204 .3.7

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

RCC box Culvert No.2/1 (2/44/0) on Borbam Pathar to Khagori gaon link Road Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. (i)By manual means (a)In area of non-thorny jungle

Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1 (a) 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. (A) By mix in Place Method :- (I) For Grading II Material

Providing laying spreading and compacting stone aggregates of specific sizes to WBM specification including spreading in uniform thickness handpicking rolling with smooth wheel roller 80-100kN stages to proper grade and camber applying and brooming stone screening binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 3) Grading-III

Providing and laying interlocking concrete block pavement withM40gradegrade of concrete blocks having thickness 80mm as per technical specificationclause 1504 complete including carriage. (a)Including Edge block/ Edge restraints

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including 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 (i)upto 3 m depth

Sand Filling in Foundation Trenches as per Drawing & Technical Specification I) Sand Filling

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 (I)P.C.C grade M 10 Nominal mix 1:3:6

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 IV)RCC Grade M20

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A) With crushed stone I) RCC Grade M20 i)For Nominal Mix 1:2:4 (a)Height upto 5m

Supplying, fitting and placing MS Bar (Fe-500) reinforcement bar (From Primary Producer: TATA/SAIL/EsserSteel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specificationsClauses 1002, 1010 and 1202

Construction of R.C.C. railing of M25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not toexceed1 in500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Providing and laying cement concrete wearing courseM30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A)With crushed stone

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing and laying of boulder apron laid in wire crates with 4mm diaGIwire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10 percent extra for laps and jointslaid with stone boulder sweighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Sri Nitumoni Lahkar (BID ID -273924)

Manoj Kr. Borah (BID ID -273412)