SOPD_G_20_21_155 Construction of (i) Bhogbari road (from Ch. 0.00 to 3900.00 m, L3.900 m) and (ii) Road from Dhodar Ali to Naga Siloni via Borpatra TE (from Ch. 0.00 to 4050.00 m, L4.050 km) under SOPD-G for the year 2020-21, Sonari LAC

Amount

Clearing and grubbing of road land including up rooting rank vegetation grass,bush, shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (I) By manual Means- (a) In area of non thorny jungle For Bhogbari Ali

Clearing and grubbing of road land including up rooting rank vegetation grass,bush, shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (I) By manual Means- (a) In area of non thorny jungle For Dhodar Ali to Nagasiloni via Borpatra TE

Removing all types of Hume pipe and staking with in lead of 100m including earthwork and dismentling of masonry works as per technical specification clause 202. (A)Upto 600mm dia hume pipe For Bhogbari Ali

Removing all types of Hume pipe and staking with in lead of 100m including earthwork and dismentling of masonry works as per technical specification clause 202. (A)Upto 600mm dia hume pipe For Dhodar Ali to Nagasiloni via Borpatra TE

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unservicable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202. (B) Cement Mortar For Bhogbari Ali

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry including disposal of unservicable material and stacking the serviceable material with all lift and lead of 1000 metres as per technical specification clause 202. (B) Cement Mortar For Dhodar Ali to Nagasiloni via Borpatra TE

Compacting original ground supporting subgrade: ( Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2) For Bhogbari Ali

Compacting original ground supporting subgrade: ( Loosening of the ground upto a level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2) For Dhodar Ali to Nagasiloni via Borpatra TE

Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (a) Private Land For Bhogbari Ali

Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (a) Private Land For Dhodar Ali to Nagasiloni via Borpatra TE

Construction of sub-grade and earthen shoulders construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause. (a) Private Land (i) In Subgrade layer & shoulder For Bhogbari Ali

Construction of sub-grade and earthen shoulders construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause. (a) Private Land (i) In Subgrade layer & shoulder For Dhodar Ali to Nagasiloni via Borpatra TE

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 compaction with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401. ii) For Grading II Material For Bhogbari Ali

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 compaction with smooth wheel roller to achieve the desired density, complete as per technical Specification Clause 401. ii) For Grading II Material For Dhodar Ali to Nagasiloni via Borpatra TE

Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification clause 405 using stone screening: (2) Grading-II (A) By manual Means For Bhogbari Ali

Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification clause 405 using stone screening: (2) Grading-II (A) By manual Means For Dhodar Ali to Nagasiloni via Borpatra TE

Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification clause 405 using stone screening: (3) Grading-III (A) By manual means (For Road) For Bhogbari Ali

Water Bound Macadam - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification clause 405 using stone screening: (3) Grading-III (A) By manual means (For Road) For Dhodar Ali to Nagasiloni via Borpatra TE

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface ans spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 (i) Low Density For Bhogbari Ali

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface ans spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 (i) Low Density For Dhodar Ali to Nagasiloni via Borpatra TE

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 Specification Clause 503. For Bhogbari Ali

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 Specification Clause 503. For Dhodar Ali to Nagasiloni via Borpatra TE

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN 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. (ii) By Mechanical Means i. Bitumen (S-90) For Bhogbari Ali

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN 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. (ii) By Mechanical Means i. Bitumen (S-90) For Dhodar Ali to Nagasiloni via Borpatra TE

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 B as per Technical Specifications Clause 510 For Bhogbari Ali

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 B as per Technical Specifications Clause 510 For Dhodar Ali to Nagasiloni via Borpatra TE

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2 (ii) 60 cm equilateral triangle For Bhogbari Ali

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2 (ii) 60 cm equilateral triangle For Dhodar Ali to Nagasiloni via Borpatra TE

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2 (iii) 60 cm circular For Bhogbari Ali

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2 (iii) 60 cm circular For Dhodar Ali to Nagasiloni via Borpatra TE

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2 (vi) 60cm x 80cm rectangular For Bhogbari Ali

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2 (vi) 60cm x 80cm rectangular For Dhodar Ali to Nagasiloni via Borpatra TE

Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) For Bhogbari Ali

Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) For Dhodar Ali to Nagasiloni via Borpatra TE

Kilometer stone -Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 (ii) Ordinary Kilometer Stone (Precast) For Bhogbari Ali

Kilometer stone -Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 (ii) Ordinary Kilometer Stone (Precast) For Dhodar Ali to Nagasiloni via Borpatra TE

Kilometer stone -Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 (iii)200m Stone (Precast) For Bhogbari Ali

Kilometer stone -Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 (iii)200m Stone (Precast) For Dhodar Ali to Nagasiloni via Borpatra TE

Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 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. For Bhogbari Ali

Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 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. For Dhodar Ali to Nagasiloni via Borpatra TE

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

PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 For Dhodar Ali to Nagasiloni via Borpatra TE

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

Bedding for pipe (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (ii) Granular Material For Dhodar Ali to Nagasiloni via Borpatra TE

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 For Bhogbari Ali

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 For Dhodar Ali to Nagasiloni via Borpatra TE

Brick masonary work in cement mortar 1 : 4 in foundation of head walls (A) Brick Masonary in 1 : 4 cement Mortar For Bhogbari Ali

Brick masonary work in cement mortar 1 : 4 in foundation of head walls (A) Brick Masonary in 1 : 4 cement Mortar For Dhodar Ali to Nagasiloni via Borpatra TE

Plastering with cement mortar 1 : 4 in 15 mm thick on Brick work……….. For Bhogbari Ali

Plastering with cement mortar 1 : 4 in 15 mm thick on Brick work……….. For Dhodar Ali to Nagasiloni via Borpatra TE

Plantation of Trees and their maintenance for three years (Planting of Trees by the road side (Avenue trees) in 0.60 m dia holes ,1 m deep dug in the ground , mixing the soil with decayed farm yard/ sludge mannure, planting the saplings , backfilling the trenches , watering , fixing the tree guard and maintaining the plants for three years For Bhogbari Ali

Plantation of Trees and their maintenance for three years (Planting of Trees by the road side (Avenue trees) in 0.60 m dia holes ,1 m deep dug in the ground , mixing the soil with decayed farm yard/ sludge mannure, planting the saplings , backfilling the trenches , watering , fixing the tree guard and maintaining the plants for three years For Dhodar Ali to Nagasiloni via Borpatra TE

M/s ASCON

Sri Biju Hazarika