Package No.MRC/ TAC/2024-25/05 (Gr-V)

Amount

1. Construction of CC Block (Paver block) road from Amsoi PWD road to Gagra LP school at Gagra

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201. (A) In area of Non- thorny jungles

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 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 upto 1000m as per Technical Specification Clause 303.1. (i) From private land

Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, 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 aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarses 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 (M40) having thickness 80mm as per technical specification clause 1504 including carriage. a) Including Edge block/ Edge restraints

Providing and fixing of retro-refectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the fround by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical Specification Clause 801 600mm equilaterial tringle

600mm circular

Providing and erecting of tripical PMGSY informatory sigh with Logo MORD Specifications and drawing. Three MS places of 1.6mm thick, top and middle plate duly welded with MS flat Iron 25mm x 5 m sixe on back on edge. The lower place 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade block of 450mm x 450mm x 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

Construction of 600mm dia single opening HPC

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. For Face Wall For Bedding

PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109

Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding Deduction for embeded pipe

Providing and Laying reinforced cement concrete pipe NP3 as per design in Single Row. Providing and laying reinforce cement conrete pipe NP3 for culverts on first. Class badding of granular materials in single row including fixing coller with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonry works in head walls and parapets clause 1106. Deduction for embeded pipe

Brick Masonry work in cement mortar in foundation complete as pe drawing and technical specification clauses 702, 704, 1202, 1203 in foundation

Brick Masonry work in cement mortar in foundation complete as pe drawing and technical specification clauses 702, 704, 1202, 1203 in substructures

Plastering with cement mortar(1:4) 15mm thick on brick work for substructure as per technical specification

2. Construction of CC Block (Paver block) road from Dapanibori Chesasal to Bura Englang house at Mahkhuli

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201. (A) In area of Non- thorny jungles

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 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 upto 1000m as per Technical Specification Clause 303.1. (i) From private land

Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, 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 aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarses 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 (M40) having thickness 80mm as per technical specification clause 1504 including carriage. a) Including Edge block/ Edge restraints

Providing and fixing of retro-refectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the fround by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical Specification Clause 801 600mm equilaterial tringle

600mm circular

Providing and erecting of tripical PMGSY informatory sigh with Logo MORD Specifications and drawing. Three MS places of 1.6mm thick, top and middle plate duly welded with MS flat Iron 25mm x 5 m sixe on back on edge. The lower place 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade block of 450mm x 450mm x 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

Const. of 1000mm dia Single opening HPC

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracinh , removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material For Face Wall For Bedding

PCC M10 (1:3:6 nominal mix in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109

Laying 1st class bedding on well compected sand, moorum as per clause 115 (ii) Granular bedding Deduction for embeded pipe

Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100 (in prop 1:4) Dection for Hume Pipe

Providing and laying reinforced cement concrete pipe 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 hand walls and parapets clause 1106. B) 1000mm dia

Plastering with cement morter (1:6) 15mm thick on brick work for substructure as per technical specification Deduct for Hume pipe

3. Construction of CC Block (Paver block) road from Beltola Sankari Kala Kristi Kendra to Uruka Rabha house at Japarichuch

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201. (A) In area of Non- thorny jungles

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 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 upto 1000m as per Technical Specification Clause 303.1. (i) From private land

Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, 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 aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarses 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 (M40) having thickness 80mm as per technical specification clause 1504 including carriage. a) Including Edge block/ Edge restraints

Providing and fixing of retro-refectorised cautionary, mandatory and informatory signas per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting , 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the fround by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical Specification Clause 801 600mm equilaterial tringle

600mm circular

Providing and erecting of tripical PMGSY informatory sigh with Logo MORD Specifications and drawing. Three MS places of 1.6mm thick, top and middle plate duly welded with MS flat Iron 25mm x 5 m sixe on back on edge. The lower place 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade block of 450mm x 450mm x 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

Construction of 600mm dia single opening HPC

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. For Face Wall For Bedding

PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109

Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding Deduction for embeded pipe

Providing and Laying reinforced cement concrete pipe NP3 as per design in Single Row. Providing and laying reinforce cement conrete pipe NP3 for culverts on first. Class badding of granular materials in single row including fixing coller with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonry works in head walls and parapets clause 1106. Deduction for embeded pipe

Brick Masonry work in cement mortar in foundation complete as pe drawing and technical specification clauses 702, 704, 1202, 1203 in foundation

Brick Masonry work in cement mortar in foundation complete as pe drawing and technical specification clauses 702, 704, 1202, 1203 in substructures

Plastering with cement mortar(1:4) 15mm thick on brick work for substructure as per technical specification

RUPAM BHUYAN (BID ID -243414)