1. North Digholdong towards Minaram Charial under Ouguri VCDC, 2. Palasguri ICBP Road via Subash House (L0.500 Km approx.) under Ouguri VCDC, 3.Dontak road Dadgiri towards Dokhin Bongaon connecting No-3 Sonapur, No2 Mwinaguri,No1 Kakra TN_374_2

Amount

1. North Digholdong towards Minaram Charial under Ouguri VCDC Heavy Dressing Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc.to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Gavel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

2. Palasguri ICBP Road via Subash House (L=0.500 Km approx.) under Ouguri VCDC Heavy Dressing Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc.to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Earthwork: Construction of Embankment with Material Obtained from Borrow Pits: 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(ii) From PrivateLand

Construction of Subgrade and Earthen Shoulders: 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 1000m as per Technica lSpecification Clause 303.1.(ii) From Private Land

Gravel/Soil-Aggregregate surface course (table400.3) Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve thedesired density, complete as per Technical Specification Clause 402

3.Dontak road Dadgiri towards Dokhin Bongaon connecting No-3 Sonapur, No-2 Mwinaguri,No-1 Kakrabari and Majhibosti under Hatisar VCDC Heavy Dressing Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc.to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Gavel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

4. Rabhabasti under Besorbari Nangalbhanga VCDC, 5. Rajpara village PWD road via Shajahan Mandal house and Bhoben Narzary House (L=2.00 Km approx.) under Amguri VCDC Heavy Dressing Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc.to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Earthwork: Construction of Embankment with Material Obtained from Borrow Pits: 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 (ii) From Private Land

Construction of Subgrade and Earthen Shoulders: 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (ii) From Private Land

Gavel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

5. Rajpara village PWD road via Shajahan Mandal house and Bhoben Narzary House (L=2.00 Km approx.) under Amguri VCDC Heavy Dressing Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc.to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Gavel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

6. Porbotjhora via Pushna House towards Pania Ekka House (L=1.00 Km approx.) under Koilamoila VCDC Heavy Dressing Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc.to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Gavel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

7. Main village road via Purna Dahal House at Kakorbani (L=0.8 Km approx.)under Ananda Betini VCDC by providing Gravel Wearing Course(GWC) for the year 2024-25. Heavy Dressing Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering,watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc.to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.

Gavel/Soil-Aggregregate surface course (table 400.3) 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402

BITHORAIGWRA NARZARY (BID ID -257769)