Maint/MMPPNA/2023-24/225

Amount

Gopalthan Path,Remaining part of Niribili path & Aarohon Path(Bylane 3) Providing Open Drain Dismantling of Structures Dismantling Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining 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 materialwith all lifts and lead of 1000 m as per Technical Specification Clause 202.I By Manual Means,(c) Reinforced Cement Concrete cum 1,124.60 I) Raft ii) 2 Nos Wall

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (I) Sand filling at the Edge of Drain

Drain (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and sideslopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000m as per Technical Specification Clause 302.3 cum 60.00 From CH 0 to 238m avg (depth)at Gopalthan path From CH 0 to 76 m ,avg (depth)at Aarohan path (Bylane 3)

17.46 ,1500,1700 & 2200Plain/Reinforced cement concrete, in sub structure complete as perdrawing and technical specification and steel shuttering formwork (N) Without plasticiser A PCC Grade M15 cum 5802.00 Height upto 5m PCC Grade M15 Using concrete Mixer

11.8 Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISIapproved TMT reinforcement bar(SAI/BISCON/THERMAX orequivalent)) infoundation complete as per drawings and technical specifications Clauses1000 and 1202t 47,409.00 12mm Outer U bar @ 150mm C/C 12mm Inner U bar @ 150mm C/c Spacing 10 mm Distribution bar at Vertical wall & raft @150mm C/c Spacing 12mmTop reinforcement of Slab @ 150mm C/c Spacing 12mmBottom reinforcement of Slab @ 150mm C/c Spacing 10 mm Distribution bar @150mm C/c Spacing

12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ,A With Crushed Stone,IV RCC Grade M 25 i) For height upto 5 m cum 7,073.00 i) Raft II)Vertical Wall iii) Slab PCC Drain at Bylane III i) Raft ii) Vertical Wall

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 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 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 600mm equilateral triangle

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 :20H towards drawing foce. Complete as per drawing and Technical specification. each 182.00 For walls both sides

4.1 Granular Sub-base with Well Graded Material (Table 400.1) (Only for PMGSY work) , (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in placemethod 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 cum 1,467.50(Rate as per analysis) i) Gopal Than Path ii) Niribili Path iii) Aarohan Path , Bylane 3

4.7 Water Bound Macadam Sub-base/base,III WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A By Manual Means( as per analysis) i) Gopal Than Path ii) Niribili Path iii) Aarohan Path , Bylane 3

6.7 Inter locking concrete Block pavement(A) Interlocking pavement block(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints sqm 1,027.50 i) Gopal Than Path ii) Niribili Path iii) Aarohan Path , Bylane 3

Milan Nagar Path at BG Colony maligaon Dismantling of Structures Dismantling Dismantling of existing existing structures structures like culverts culverts, bridges bridges, retaining 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 materialwith all lifts and lead of 1000 m as per Technical Specification Clause 202.I By Manual Means,(c) Reinforced Cement Concrete cum 1,124.60 i) Raft II)2 nos Wall

2.13 Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per TechnicalSpecification Clause 202.(a) Upto 600 mm dia Hume pipe m 168.10

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (I) Sand filling at the Edge of Drain

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 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 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 600mm equilateral triangle

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 :20H towards drawing foce. Complete as per drawing and Technical specification. each 182.00 For walls both sides Slab Top

3.4 Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pitswith a lift upto 1.5 m, transporting to site, spreading, grading to required slopeand comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto1000 m as per Technical Specification Clause 301.(ii) Govt. Land cum 228.50

3.14 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 1000 m as per Technical Specification Clause 303.1.(ii) Govt. land cum 300.60

4.1 Granular Sub-base with Well Graded Material (Table 400.1)(Only for PMGSY work) , (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in placemethod 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 cum 1,467.50(Rate as per analysis)

4.7 Water Bound Macadam Sub-base/base,III WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A By Manual Means( as per analysis)

6.7 Inter locking concrete Block pavement(A) Interlocking pavement block(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints sqm 1,027.50

(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and sideslopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000m as per Technical Specification Clause 302.3 cum 60.00 For 1 M Drain

17.46 ,1500,1700 & 2200Plain/Reinforced cement concrete, in sub structure complete as perdrawing and technical specification and steel shuttering formwork (N) Without plasticiser A PCC Grade M15 cum 5802.00 Height upto 5m PCC Grade M15 Using concrete Mixer for 1 M drain

11.8 Supplying, fitting and placing TMT (Fe-500 D reinforcement bar (Other ISIapproved TMT reinforcement bar(SAI/BISCON/THERMAX orequivalent)) infoundation complete as per drawings and technical specificationsClauses1000 and 1202t 47,409.00 For Load Bearing for 1m drain

12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ,A With Crushed Stone,IV RCC Grade M 25 i) For height upto 5 m cum 7,073.00 I) Raft for 1 m drain

Boulder Guard Wall

Electrical Post Shifting L/S

MAINTU KUMAR BHAGAWATI

Jintu Das

MS ROADLINK TRADERS

M.S. J.M.Enterprise

M/S Trishna Enterprise