Dhu/AD19-20/11 Improvement and upgradation of Key Infrastructure and connectivity Rajbari Road Mahamaya and Madan Mohan Mandir Bye Lane including Mandir Field and car parking (Ch. 0.00 m to 125.00 m), Improvement and upgradation of Key Infrastructu

Amount

Rajbari Road Mahamaya & Madan Mohan Mandir Bye Lane including Mandir field and Car parking (Ch.0.00m to Ch.125.00m ) Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. In Area of light jungle. By Manual means

Construction of Subgrade and Earthen Shoulders (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) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) from private land

Construction of granular sub-base by providing closed 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 vibratory roller to achieve the desired density, complete as per clause 401( including all lifts and leads) including cost of testing of materials at site and laboratory as directd by the department (ii) for grading II material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) A. By manual means ( Using screening II. Grading no. III ( 63 mm to 45mm) (b ) type B (11.2 mm agg.)

Providing and laying interlocking concrete block pavament with M40 grade grade of concrete blocks having thickness 80mm as per technical spcificationclause 1504 complete including carriage. A) Including Edge block / Edge restraints

Extra for providing and laying Coloured interlocking concrte block pavament as per technical specificatioin clause 1504 complete including carraige

Construciton of RCC load Bearing Drain of size 0.90Mx 1.20M Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. (i) Ordinary soil B. Manual Means ( Depth up to 3 m ) (II) with dewatering (i) Depth up to 3 m

Construction of dry rubble flooring at cross drainage works for relatively less important works. Under Drain Bed,

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser D. RCC Grade M 25 (With Batching Plant, Transit Mixer and Concrete Pump)

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications . (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Providing weep holes in brick masonry/ plain reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20 H towards dearing force. Complete as per drawing and technical specifications.

Back filling behind aboutment, wing wall and return wall complete as per drawing and technical specification. Sandy Material

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelins of MoSRT & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing and fixing of typical informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.60 mm thick, top and middle plate duly welded with MS flat iron 25 mm X 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmX25mm X 5mm.. The angle iron grame of the lower most plate and flat iron frame of middle plate will be welded to 2 no.s 75mmX75mm of 12 SWG sheet tubes posts duly embaded in cement concrete M-15 grade blocks of 450mmX450mmX600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm of 12 SWG steel plate tube. All MS will be painted with ready mixed synthetic enamel paint and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701(ii) 60 cm equilateral triangle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701 (ii) 60 cm Circular

Over head sign: Providing and erecting overhead signs of anti-corrosive steel ( All the steel work must be TATA/SAIL/any other approved brand.) tubular framed structure for retro reflective signage boards made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B III specifications and having approved pattern over its entire surface bonded on to 2.00 mm thick aluminium sheet with back supporting angle iron frame of 35x35x4mm angle iron duly riveted with solid MS & aluminum rivets. The entire face of the sign shall be covered & bounded with yellow/white/red/blue high intensity encapsulated lens reflective sheeting with distinctive hoed pattern on front site (no plain surface) with heat lamp vacuum applicator machine only. The yellow/white/red/blue portion of the board shall be screen printed on the high intensity shed base including fixing the board on portal/support/wall/dowel rod etc., with contractors clamps/cleats/bolts/rivets/wells including all contractors materials, labour, tools, lead & lifts etc. complete and all other incidental charges necessary for successful completion of work as per specifications and as directed.

Planting of Trees and their Maintenance for the three years (Plannting of treesby the road side (Avenue Trees)in 0.6m dia. Hoies, im deeop dug in the ground, mixing the soil with decayed farm yard/sludge manure , planting the sapling, back filling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Shifting of utilities : Electric Poles and Water Supply Pipelines

Routine maintenance for Ist year

Routine maintenance for 2nd year

Routine maintenance for 3rd year

Rajbari Road Mahamaya & Madan Mohan Mandir (Ch.0.00m to Ch.265.00m) Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) (II) By Mechanical Means for items No. 202( b) & ( c) (A) Cement Concrete Grade M-15 & M-20

Construction of Subgrade and Earthen Shoulders (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) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) from private land

Construction of granular sub-base by providing closed 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 vibratory roller to achieve the desired density, complete as per clause 401( including all lifts and leads) including cost of testing of materials at site and laboratory as directd by the department (ii) for grading II material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) A. By manual means ( Using screening II. Grading no. III ( 63 mm to 45mm) (b ) type B (11.2 mm agg.)

Providing and laying interlocking concrete block pavament with M40 grade grade of concrete blocks having thickness 80mm as per technical spcificationclause 1504 complete including carriage. A) Including Edge block / Edge restraints

Extra for providing and laying Coloured interlocking concrte block pavament as per technical specificatioin clause 1504 complete including carraige

Constructon of RCC Box cell culvert 1.60Mx 1.40M Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. (i) Ordinary soil B. Manual Means ( Depth up to 3 m ) (II) with dewatering (i) Depth up to 3 m

Removal of unserviceable soil and disposal upto 1000m as per cl 305

Construction of dry rubble flooring at cross drainage works for relatively less important works. Under Drain Bed,

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser D. RCC Grade M 25 (With Batching Plant, Transit Mixer and Concrete Pump)

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications . (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Back filling behind aboutment, wing wall and return wall complete as per drawing and technical specification. Sandy Material

Construction of RCC load Bearing Drain of size 0.90Mx 1.20M Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. (i) Ordinary soil B. Manual Means ( Depth up to 3 m ) (II) with dewatering (i) Depth up to 3 m

Construction of dry rubble flooring at cross drainage works for relatively less important works. Under Drain Bed,

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser D. RCC Grade M 25 (With Batching Plant, Transit Mixer and Concrete Pump)

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications . (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Providing weep holes in brick masonry/ plain reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20 H towards dearing force. Complete as per drawing and technical specifications.

Back filling behind aboutment, wing wall and return wall complete as per drawing and technical specification. Sandy Material

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelins of MoSRT & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing and fixing of typical informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.60 mm thick, top and middle plate duly welded with MS flat iron 25 mm X 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmX25mm X 5mm.. The angle iron grame of the lower most plate and flat iron frame of middle plate will be welded to 2 no.s 75mmX75mm of 12 SWG sheet tubes posts duly embaded in cement concrete M-15 grade blocks of 450mmX450mmX600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm of 12 SWG steel plate tube. All MS will be painted with ready mixed synthetic enamel paint and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701(ii) 60 cm equilateral triangle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701(ii) 60 cm Circular

Planting of Trees and their Maintenance for the three years (Plannting of treesby the road side (Avenue Trees)in 0.6m dia. Hoies, im deeop dug in the ground, mixing the soil with decayed farm yard/sludge manure , planting the sapling, back filling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Shifting of utilities : Electric Poles and Water Supply Pipelines

Routine maintenance for Ist year

Routine maintenance for 2nd year

Routine maintenance for 3rd year

Rajbari Road Mahamaya & Madan Mohan Mandir Bye Lane No. 2 (Ch.0.00m to Ch.135.00m) Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Construction of Subgrade and Earthen Shoulders (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) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) from private land

Construction of granular sub-base by providing closed 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 vibratory roller to achieve the desired density, complete as per clause 401( including all lifts and leads) including cost of testing of materials at site and laboratory as directd by the department (ii) for grading II material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness, hand packing, rolling with smooth wheeled vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to required density, ( including all leads and lifts) A. By manual means ( Using screening II. Grading no. III ( 63 mm to 45mm) (b ) type B (11.2 mm agg.)

Providing and laying interlocking concrete block pavament with M40 grade grade of concrete blocks having thickness 80mm as per technical spcificationclause 1504 complete including carriage. A) Including Edge block / Edge restraints

Extra for providing and laying Coloured interlocking concrte block pavament as per technical specificatioin clause 1504 complete including carraige

Constructon of RCC Box cell culvert 1.60Mx 1.40M Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. (i) Ordinary soil B. Manual Means ( Depth up to 3 m ) (II) with dewatering (i) Depth up to 3 m

Construction of dry rubble flooring at cross drainage works for relatively less important works. Under Drain Bed,

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser D. RCC Grade M 25 (With Batching Plant, Transit Mixer and Concrete Pump)

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications . (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Back filling behind aboutment, wing wall and return wall complete as per drawing and technical specification. Sandy Material

Construciton of RCC load Bearing Drain of size 0.90 Mx 1.20M Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling with approved material. (i) Ordinary soil B. Manual Means ( Depth up to 3 m ) (II) with dewatering (i) Depth up to 3 m

Construction of dry rubble flooring at cross drainage works for relatively less important works. Under Drain Bed,

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser D. RCC Grade M 25 (With Batching Plant, Transit Mixer and Concrete Pump)

Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications . (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Providing weep holes in brick masonry/ plain reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20 H towards dearing force. Complete as per drawing and technical specifications.

Back filling behind aboutment, wing wall and return wall complete as per drawing and technical specification. Sandy Material

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelins of MoSRT & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing and fixing of typical informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.60 mm thick, top and middle plate duly welded with MS flat iron 25 mm X 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmX25mm X 5mm.. The angle iron grame of the lower most plate and flat iron frame of middle plate will be welded to 2 no.s 75mmX75mm of 12 SWG sheet tubes posts duly embaded in cement concrete M-15 grade blocks of 450mmX450mmX600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm of 12 SWG steel plate tube. All MS will be painted with ready mixed synthetic enamel paint and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701(ii) 60 cm equilateral triangle

Providing and fixing of retro reflectorised causionary, mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clauses 1701.2.3 fixed over aluminium sheeting 1.50 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mmX450 mm X600 mm , 600 blow ground level as per drawing and Technical specification clause 1701(ii) 60 cm Circular

Planting of Trees and their Maintenance for the three years (Plannting of treesby the road side (Avenue Trees)in 0.6m dia. Hoies, im deeop dug in the ground, mixing the soil with decayed farm yard/sludge manure , planting the sapling, back filling the trenches, watering, fixing the tree guard and maintaining the plants for three years.

Shifting of utilities : Electric Poles and Water Supply Pipelines

Routine maintenance for Ist year

Routine maintenance for 2nd year

Routine maintenance for 3rd year

Md Nabirul Islam

PADMAVATI CONSTRUCTION

M/S ELEGANT CONSTRUCTION

M/S Ashirbad Construction