1. North Garlabary L.P School to Jalu Bazar road under Bamungaon VCDC, 2. Near South Garlabary Church under Bamungaon VCDC, 3. Laothi to Thagirguri Garubhasa VCDC, 4. Kamarbasti North Nagdarbari Garubhasa VCDC, 5. Chotto-Pathargaon to TN_374_1

Amount

1. North Garlabary L.P School to Jalu Bazar road under Bamungaon 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 quantityof shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with TechnicalSpecification 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. South Garlabary Church under Bamungaon 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. Laothi to Thagirguri Garubhasa 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. Kamarbasti North Nagdarbari Garubhasa 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

5. Chotto -Pathargaonto Lakhi Bazar Chotto Pathargaon Deolguri village road Kashikotra 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. Maibong village via Uttam Hajong house to Hatipota daily Bazar Chowk under Birhangaon 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.

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

7. Nepalpara village via Joinal Abedi house (L=0.80 Km Approx) under Birhangaon 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.

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

8. Padmapur village from Mwkwnaguri PWD road (L=1.20 Km approx.) under Kadamtala 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.

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

9. Pub Satipur from Kaborsthan (L= 0.500 Km approx) under Satipur-Bilashpur 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

RAJ NAYAN BRAHMA (BID ID -258031)

DHARAMSING NARZARY (BID ID -258032)