PDNA/ Barpeta /08

Milijuli Bazar to Rajib Nagar via Social forest Road (Package No. As-01-200) 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 comp g acting to meet requirement of Tables 300.1 and 300.2 with a lead upto1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of granular sub-m 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..

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.

Providing and laying interlocking concrete block pavement thickness 80mm as per technical specification Clause 1504. (a) Including Edge block/ Edge restraints

Agarjan to Agmondia Madhyapara ( Providing E/W , Bamboo Palasiding , ICBP etc ) Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Interlocking concrete Block Pavement with Edge Restrain : Providing and laying interlocking concrete block pavement having thickness 80mm asper echnical specification clause 1504

Single bamboo spur and palasiding of whole 2nd class bamboo (jati or bethua) 65mm to 75mm dia and closely packed &driven ,incliding fitting and fixing with half bamboo kamies horizontally in three rows with cane or tying wire compltet and struts 1500mm apart longitunally and providing brush wood as per drawing and technical specificatin cl 1302.5 . Driven at least 900 mm below ground and 900 mm above ground

Agmondia chariali to Mondia gaon via E&D ( Providing E/W , Bamboo Palasiding , CFC etc ) Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Construction of plastic cell filled cement concrete pavement, thickness 100mm (as per design), over a prepared sub base, with 53 grade Ordinary Portland Cement(OPC) or any other type as per Clause1501.2.4 M30 (Grade), coarse and fine aggregates conforming to IS : 2386, mixing in a concrete mixer of not less than 0.2 cum capacity and appropiate weigh batcher using approved mix design (As per IRC:44-2008), laid in the cells made of high density polythyne sheets of thickness 0.22mm to about 0.25mm,side 150mm and depth 100mm of approximate weight of 1250 kg for a road of 3.75m wide and 1.00km ,putting iron spike of 200mm long at the end corners of the cells and using nylon threads passing through the cells 10 mm below the top of the cells, in approved fixed side formwork (steel channe, wedges, steel plates including levelling the formwork as per drawing),maitaining camber of about 3 to3.5%, spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification of Cell filled Concret

Single bamboo spur and palasiding of whole 2nd class bamboo (jati or bethua) 65mm to 75mm dia and closely packed &driven ,incliding fitting and fixing with half bamboo kamies horizontally in three rows with cane or tying wire compltet and struts 1500mm apart longitunally and providing brush wood as per drawing and technical specificatin cl 1302.5 . Driven at least 900 mm below ground and 900 mm above ground

Providing and pitching sand filled cement bag in erroded portion of approaches etc. including carrige to work site.

Satrakanara 5 no seat to Satrakanara 12 no seat Road( E/W , GSB,WBM II&II & OGPC etc) Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 2 as per Technical Specifiction Clause 405.(A) By Manual Means

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Prime Coat : Providing and applying primer coat with bitumen emulsion (CSS-1)on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70 -1.00 kg/sqm. Using mechanical means as per technical specification clause 502

Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bituminous surface cleaned with Hydraulic broom as per technical pacification clause 503 .

20mm think Open-Graded PremixCarpet using Bituminous (penetration grade/modified bitumen) Binder. Providing, laying and rolling of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to equired line, grade and level to a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity, finished followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (II)(ii):- Case-II By Mechanical Means: Bitumen (S-90).

Seal coat. 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 510 (A)3(i):- By Manual Means, case-III: Type C : Bitumen (S-90)

Single bamboo spur and palasiding of whole 2nd class bamboo (jati or bethua) 65mm to 75mm dia and closely packed &driven ,incliding fitting and fixing with half bamboo kamies horizontally in three rows with cane or tying wire compltet and struts 1500mm apart longitunally and providing brush wood as per drawing and technical specificatin cl 1302.5 . Driven at least 900 mm below ground and 900 mm above ground

Supplying and laying of Geo-textile bags of Type-A(1.30x.70M) made of geo-textile non woven fabric sheets of 400 GSM manufactured from polyster/polly prppelene conforming to relevent ISO standaard and conforming to technical soecification.

Takakata to Jaurimari Road( Construction of 2 nos slab culvert) Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m as per technical Specification clause 303.1. (i) Private Land

Construction of granular sub-base by providing well graded material, spreading in uniform layers by tractor with grading attachment 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 Cl. 401

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Prime coat Low porosity.Providing and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 Kg/sqm using mechnical means as per Technical Specification Clause 502

Tack Coat. Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 Kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

20 mm thick open graded premix Open-Graded Premix carpetusing Bituminous(Penetration grade/modifide bitumen) Binder.Providing,laying and rolling of 20m thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion required line grade and level to a previously prepared base,including mixing in a suitable plant,laying and rolling with a three wheel 80-100kn static roller capacity,finished followed by seal coat of either Type A, Type B or Type C asper technical specification clause 508 (ll)(ii) Case -ll By Mechanical Means: Bitumen (S-90)

Seal Coat. Providing and applying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grade and cross fall using Type A, Type B, Type C as per Technical specification clause 510

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, 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.I. 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 (II) P.C.C grade M 15 Nominal mix (1:2.5:5)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A)With crushed Stone (II) P.C.C grade M 20 Nominal mix (1:2:4)

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 II. RCC M25 grade (a) Height upto 5 m

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

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

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. RCC M20 grade (a) Height upto 5 m

Barakata Chariali to Niz Baghbar Road( E/W , GSB,WBM II&II & OGPC etc) Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 2 as per Technical Specifiction Clause 405.(A) By Manual Means

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Prime Coat : Providing and applying primer coat with bitumen emulsion (CSS-1)on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70 -1.00 kg/sqm. Using mechanical means as per technical specification clause 502

Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bituminous surface cleaned with Hydraulic broom as per technical pacification clause 503 .

20mm think Open-Graded PremixCarpet using Bituminous (penetration grade/modified bitumen) Binder. Providing, laying and rolling of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to equired line, grade and level to a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity, finished followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (II)(ii):- Case-II By Mechanical Means: Bitumen (S-90).

Seal coat. 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 510 (A)3(i):- By Manual Means, case-III: Type C : Bitumen (S-90)

Single bamboo spur and palasiding of whole 2nd class bamboo (jati or bethua) 65mm to 75mm dia and closely packed &driven ,incliding fitting and fixing with half bamboo kamies horizontally in three rows with cane or tying wire compltet and struts 1500mm apart longitunally and providing brush wood as per drawing and technical specificatin cl 1302.5 . Driven at least 900 mm below ground and 900 mm above ground

Supplying and laying of Geo-textile bags of Type-A(1.30x.70M) made of geo-textile non woven fabric sheets of 400 GSM manufactured from polyster/polly prppelene conforming to relevent ISO standaard and conforming to technical soecification.

Thakur Bazar to Goroimari Pathar Road ( Providing E/W , GSB,WBM-II&III PC&SC etc ) Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 2 as per Technical Specifiction Clause 405.(A) By Manual Means

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Prime Coat : Providing and applying primer coat with bitumen emulsion (CSS-1)on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70 -1.00 kg/sqm. Using mechanical means as per technical specification clause 502

Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bituminous surface cleaned with Hydraulic broom as per technical pacification clause 503 .

20mm think Open-Graded PremixCarpet using Bituminous (penetration grade/modified bitumen) Binder. Providing, laying and rolling of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to equired line, grade and level to a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity, finished followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (II)(ii):- Case-II By Mechanical Means: Bitumen (S-90).

Seal coat. 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 510 (A)3(i):- By Manual Means, case-III: Type C : Bitumen (S-90)

Single bamboo spur and palasiding of whole 2nd class bamboo (jati or bethua) 65mm to 75mm dia and closely packed &driven ,incliding fitting and fixing with half bamboo kamies horizontally in three rows with cane or tying wire compltet and struts 1500mm apart longitunally and providing brush wood as per drawing and technical specificatin cl 1302.5 . Driven at least 900 mm below ground and 900 mm above ground

Nabanoor ME Madrassa to Dapnasing Road (Package No. As-01-240) 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 comp g acting to meet requirement of Tables 300.1 and 300.2 with a lead upto1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of granular sub-m 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..

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.

Providing and laying interlocking concrete block pavement thickness 80mm as per technical specification Clause 1504. (a) Including Edge block/ Edge restraints

Pachim Deoldi to Khandapara via Kayakuchi Road Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Prime Coat : Providing and applying primer coat with bitumen emulsion (CSS-1)on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70 -1.00 kg/sqm. Using mechanical means as per technical specification clause 502

Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bituminous surface cleaned with Hydraulic broom as per technical pacification clause 503 .

20mm think Open-Graded PremixCarpet using Bituminous (penetration grade/modified bitumen) Binder. Providing, laying and rolling of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to equired line, grade and level to a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity, finished followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (II)(ii):- Case-II By Mechanical Means: Bitumen (S-90).

Seal coat. 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 510 (A)3(i):- By Manual Means, case-III: Type C : Bitumen (S-90)

Pachim Chaysimana to Baladmari via Rahmania MEM Road Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Prime Coat : Providing and applying primer coat with bitumen emulsion (CSS-1)on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70 -1.00 kg/sqm. Using mechanical means as per technical specification clause 502

Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bituminous surface cleaned with Hydraulic broom as per technical pacification clause 503 .

20mm think Open-Graded PremixCarpet using Bituminous (penetration grade/modified bitumen) Binder. Providing, laying and rolling of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to equired line, grade and level to a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity, finished followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (II)(ii):- Case-II By Mechanical Means: Bitumen (S-90).

Seal coat. 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 510 (A)3(i):- By Manual Means, case-III: Type C : Bitumen (S-90)

Satrakanara Bazar to Kanara Satra Road (Package No. As-01-246) 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 comp g acting to meet requirement of Tables 300.1 and 300.2 with a lead upto1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of granular sub-m 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..

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.

Providing and laying interlocking concrete block pavement thickness 80mm as per technical specification Clause 1504. (a) Including Edge block/ Edge restraints

Rajib Nagar to Satrakanara 9 no Seat Road (Package No. As-01-349) 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 comp g acting to meet requirement of Tables 300.1 and 300.2 with a lead upto1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of granular sub-m 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..

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.

Providing and laying interlocking concrete block pavement thickness 80mm as per technical specification Clause 1504. (a) Including Edge block/ Edge restraints

Indira Nagar to Shailmaribhitha Road ( Providing E/W , GSB,WBM-II&III PC&SC etc ) Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 2 as per Technical Specifiction Clause 405.(A) By Manual Means

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Prime Coat : Providing and applying primer coat with bitumen emulsion (CSS-1)on prepared surface of granular base /WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70 -1.00 kg/sqm. Using mechanical means as per technical specification clause 502

Tack Coat. Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bituminous surface cleaned with Hydraulic broom as per technical pacification clause 503 .

20mm think Open-Graded PremixCarpet using Bituminous (penetration grade/modified bitumen) Binder. Providing, laying and rolling of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to equired line, grade and level to a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kn static roller capacity, finished followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (II)(ii):- Case-II By Mechanical Means: Bitumen (S-90).

Seal coat. 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 510 (A)3(i):- By Manual Means, case-III: Type C : Bitumen (S-90)

Single bamboo spur and palasiding of whole 2nd class bamboo (jati or bethua) 65mm to 75mm dia and closely packed &driven ,incliding fitting and fixing with half bamboo kamies horizontally in three rows with cane or tying wire compltet and struts 1500mm apart longitunally and providing brush wood as per drawing and technical specificatin cl 1302.5 . Driven at least 900 mm below ground and 900 mm above ground

Satrakanara Highschool to 3 no Bardoloni Road Pkg no As-01-248 (E/W, GSB, WBM-III Geo bags Pitching, & ICBP ) Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Interlocking concrete Block Pavement with Edge Restrain : Providing and laying interlocking concrete block pavement having thickness 80mm asper echnical specification clause 1504

Supplying and laying of Geo-textile bags of Type-A(1.30x.70M) made of geo-textile non woven fabric sheets of 400 GSM manufactured from polyster/polly prppelene conforming to relevent ISO standaard and conforming to technical soecification.

Mandia Rowmari road to Dapnasing Road Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m 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 & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m 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 in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density,complete as per cl. 401. (I) For grading 2 materials.

Water Bound Macadam : (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming , stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Manual Means

Interlocking concrete Block Pavement with Edge Restrain : Providing and laying interlocking concrete block pavement having thickness 80mm asper echnical specification clause 1504

Supplying and laying of Geo-textile bags of Type-A(1.30x.70M) made of geo-textile non woven fabric sheets of 400 GSM manufactured from polyster/polly prppelene conforming to relevent ISO standaard and conforming to technical specification.

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 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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means

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

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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading 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 rolled to achieve the desired compaction as per Technical Specification Clause 504.

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.)

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 x5mm. 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

Supplying and laying of Geo-textile bags of Type-A(1.30x.70M) made of geo-textile non woven fabric sheets of 400 GSM manufactured from polyster/polly prppelene conforming to relevent ISO standaard and conforming to technical soecification.

Supply , Stiching and laying of non woven Geo textile Fabric sheet of 400 gsm

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 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

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.

Providing and Fixing 'Logo' of CMGSY Project Providing and fixing of typical CMGSY 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

Supplying fitting and laying in loose with Geo Textile bags of type A ( 1.30x 0.70 M ) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevent ISO standard filled with special sand / silt form flood plain or adjacent char within a distance of 90 m of the work site including excavetion , filling geo bags with sand weighting 126.00 kg after fillin , stitching the mough of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) without Boat

Supply , Stiching and laying of non woven Geo textile Fabric sheet of 400 gsm

Mandia Dighirpam Road to Dighirpam Bazar Road 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 comp g acting to meet requirement of Tables 300.1 and 300.2 with a lead upto1000 m as per Technical Specification Clause 301.5 (i) Private Land

Construction of granular sub-m 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..

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kNstatic roller in stages to proper grade and camber,applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (A) By Manual Means.

Providing and laying interlocking concrete block pavement thickness 80mm as per technical specification Clause 1504. (a) Including Edge block/ Edge restraints