SOPD_G_19_20_40 (1) Construction of 10.00m slab culvert at Borapathar to Ambikapur road Ch. 15.00Km. (2) Construction of Telikola to Garsinga road Ch. 3500.00m to 3710.00m (3) Construction of Chaulkhowa Na-gaon to Jhiyagaon Br. road Ch. 1000.00m to 1

Amount

1) 10.00 m Slab culvert. at Borpather to Ambikapur Road Clearing and Grubbing of road land including up rooting wild vegetation, grass, bush, shrubs, sapllags and tress of girth upto 300 mm, removal of stumps of such trees cut earlier and diposal of unserviceable materials and staking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Speciifcation Clause 201 i) By Manual means A. In area of non thromy jungle.

Construction of Embankment with materials obtained from borrow pits, with a fift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300-2 with a lead upto 1000m as per Technical Specification Clause 300.5 A). From private land

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads,transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 with lead upto 100m as per Technical Specification. a) From private land

Construction of Granular sub-base 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 For Grading II Material

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 8-10 KN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specification 405. ii) Hand broken metal from river boulder). Grading No.2 material (63-45mm) size with screening materials type B.

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 8-10 KN static roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specification 405. ii) Hand broken metal from river boulder).x Grading No.3 material (53-22.4mm) size with screening materials type B.

Providing and applying primer coat with bitumen emulsion (SS-1) prepared surface of granular base including clearing of road surface and spraying primer @ 0.70-1.0kg/sqm using mechanical means as per Technical Speciifcation Clause 502.

Providing and applying track coat with bitumen emulsion (RS-1) using emulsion distributor at the rate 0.25 to 30 kg. Per sqm. On prepared granular surface treated with prime & cleaned with hydrolic broom as per Technical Speciifcation Clause 503

Providing laying and rolling of open graded premix surfacing of 20 mm. thick composed 13.2 mm to 5.6 mm. aggregates either using penetration grade bitumen or emulsion to required line, grade and level serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 80-100KN static roller capacity, finished to required level and grades to be followed by seal coat of either type A or type B or type C as per technical specification Clause 508. Case-II :By mechanical Means. (i) Bitumen (S-90).

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, type B and type C as per technical specification. A. By manual means Case III : Type C , bitumen ( S-90)

RCC guard post- Supplying, fittingand fixing RCC guard post 150cm long,75cm above the ground and 75cm below the ground ,with 4-12 mm Tor steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete in proporton 1:2:4 with broken stone aggregate up to 20mm size as per design and direction complete 1) 15 cm dia with 4-12 mm tor bar

Dismantling of Structures :- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled

Excavation for Structures: Earthwork in excavation for structuresas per drawing and technical specificationClause 305.1 including setting out,con-struction, of shoring and bracing,removalof stumps and other deleterious materials 1. Ordinary soil Upto 3m depth

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 1.P.C.C grade M 10

Plain/reinforced concrete in substructure complete as per drawing and technical specification Clauses 802, 804,1202 &1204 A. With Crushed Stone (i). P.C.C grade M20 1. Nominal mix 1: 2: 4

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 & 1205.5 A. With Crushed Stone R.C.C grade M 25 a) Height upto 5m

Drainage spouts complete as per drawing and technical specification Clauses 1209

20 mm filler Joint : Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Reinfocement in Substructure :Supplying fitting and placing TMT (Fe 500) reinforcement bar in sub structure complete as per drawing and technical specification Clauses 1002,1005, 1010&1202

Reinfocement in Superstructure :Supplying fitting and placing TMT (Fe 500) reinforcement bar in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 &1202

Providing Weephole in brick masonry/ stone masonry/plain/reinforced concrete abutment wing wall

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specification Clauses 800, & 1206.3 A. with crushed stone.

Providing & 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 specification Clauses 1301

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Clauses 1302 stone/boulder.

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

2) Telikola to Garsinga Road Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,saplings and trees girth up to 818 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 818metres including removal and disposal of top organic soil not exceeding 150mm thickness.

Construction of embankment: Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 By Mechanical Means : Private Land .

Construction of subgrade: 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 818.2 with lead upto 818m as per Technical Specification Clause 303.1. (i) Private Land

Construction of granular sub-base: Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.

WBM Grading 2: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming requisite type of screening/binding meterials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause (with an initial lead of 5.0 Km.)

Interlocking Concrete Block Pavement : Providing and laying interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical Specification Clause 1504 complete including carriage. Including Edge restrain/ edge block

Rectro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory,and informatory sign as per IRC: 67 made of encapsulatedlens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm X 75mmX 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX 450X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 ii) 600mm equilateral triangle.

Tree plantation : Planting of trees and their maintenance for three year (Planting of trees by the road side) (Avenue trees) in .60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure , planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaing the trees for three years

Single Row 1000mm dia HPC 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. Ordinary soil : A. Manual Means. (i) Without dewatering, a) Upto 3 m depth.

PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. I .

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material

Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (B) 1000 mm dia

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M-20 (i) Nominal mix 1:2.5:5 (Hand mixing)

3) Chaulkhowa Na-Gaon to Jhiya Gaon Bridge Road Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,saplings and trees girth up to 818 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 818metres including removal and disposal of top organic soil not exceeding 150mm thickness.

Construction of embankment: Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 By Mechanical Means : Private Land .

Construction of subgrade: 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 818.2 with lead upto 818m as per Technical Specification Clause 303.1. (i) Private Land

Construction of granular sub-base: Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming requisite type of screening/binding meterials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause (with an initial lead of 5.0 Km.)

Interlocking Concrete Block Pavement : Providing and laying interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical Specification Clause 1504 complete including carriage. Including Edge restrain/ edge block

Rectro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory,and informatory sign as per IRC: 67 made of encapsulatedlens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm X 75mmX 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX 450X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 ii) 600mm equilateral triangle.

Tree plantation : Planting of trees and their maintenance for three year (Planting of trees by the road side) (Avenue trees) in .60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure , planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaing the trees for three years

Single row 1000mm dia HPC 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. Ordinary soil : A. Manual Means. (i) Without dewatering, a) Upto 3 m depth.

PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. I .

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material

Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (B) 1000 mm dia Rate as per Anexure-I, Page 2

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M-20 (i) Nominal mix 1:2.5:5 (Hand mixing)

4) Lakhimpuria Gaon to Kopow Pather Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,saplings and trees girth up to 818 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 818metres including removal and disposal of top organic soil not exceeding 150mm thickness.

Construction of embankment: Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 By Mechanical Means : Private Land .

Construction of subgrade: 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 818.2 with lead upto 818m as per Technical Specification Clause 303.1. (i) Private Land

Construction of granular sub-base: Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.

WBM Grading 2: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming requisite type of screening/binding meterials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause (with an initial lead of 5.0 Km.)

Interlocking Concrete Block Pavement : Providing and laying interlocking Concrete Block Pavement (M40) having thickness 80 mm as per Technical Specification Clause 1504 complete including carriage. Including Edge restrain/ edge block

Rectro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory,and informatory sign as per IRC: 67 made of encapsulatedlens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm X 75mmX 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX 450X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 ii) 600mm equilateral triangle.

Tree plantation : Planting of trees and their maintenance for three year (Planting of trees by the road side) (Avenue trees) in .60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure , planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaing the trees for three years

Single row 1000mm dia HPC 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. Ordinary soil : A. Manual Means. (i) Without dewatering, a) Upto 3 m depth.

PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. I .

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material

Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (B) 1000 mm dia

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M-20 (i) Nominal mix 1:2.5:5 (Hand mixing)

5) Dikrong to Jhiya Gaon Road Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,saplings and trees girth up to 818 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 818metres including removal and disposal of top organic soil not exceeding 150mm thickness.

Construction of embankment: Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 By Mechanical Means : Private Land .

Construction of subgrade: 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 818.2 with lead upto 818m as per Technical Specification Clause 303.1. (i) Private Land

Construction of granular sub-base: Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.)( Including cost of testing of materials at site and laboratory as directed by the deptt.

WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming requisite type of screening/binding meterials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause (with an initial lead of 5.0 Km.)

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming requisite type of screening/binding meterials to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause (with an initial lead of 5.0 Km.)

Prime coat : providing and applying primer coat with bitumin emulation on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60-1.0 kg/sqm using mechanical means. (Including cost of testing of materials at site and laboratory as directed by the deptt.)

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

Semi- Desnse Bituminous Concrete : Providing and laying semi dense bituminous concrete with 100-120 TPH batch type type hot mix plant 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. )

Rectro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory,and informatory sign as per IRC: 67 made of encapsulatedlens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm X 75mmX 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX 450X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 ii) 600mm equilateral triangle.

Rectro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory,and informatory sign as per IRC: 67 made of encapsulatedlens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm X 75mmX 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmX 450X 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801. iii) 600mm circular.

Tree plantation : Planting of trees and their maintenance for three year (Planting of trees by the road side) (Avenue trees) in .60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure , planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaing the trees for three years

Single row 1000mm dia HPC 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. Ordinary soil : A. Manual Means. (i) Without dewatering, a) Upto 3 m depth.

PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109. I .

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105 (ii) Granular Material

Providing & laying reinforced cement concrete NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 (B) 1000 mm dia

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M-20 (i) Nominal mix 1:2.5:5 (Hand mixing)