Kaludanda to Dangal gaon Stage II

Amount

Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m Technical Specification Clause 302.3(for making super elevation)

Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m Technical Specification Clause 302.3(for making Patri filling

Cooling waaling for edge/filling protection including supply of all material labour T&P etc as per the direction of Engineer-in-Charge

Excavation for structures- Earth work in excavated foundation for cross drainage structure, retaining walls, breat walls & other similar structures in all types of soils and rocks as me at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORd specification.

Scupper

Catch pit

For Petty Works (Parapets) etc

Random Rubble stone masonary for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all material, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cros drainage structures, retaining wall, breast wall & other similar structures etc. as directed by Engineer-in-charge

For Catchpit and Scupper

For Petty Works (Parapets) etc

Random Rubble Stone Masonary for structure laid dry by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of workl as per drawing & as per MORD specification for cross drainage structure, retaining walls, Breast walls & other similar structure etc as directed by Engineer-in-charge.

For Catchpit

Providing & laying filter media as hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as directed by Engineer-in-charge

For Scupper

Random Rubble Stone Masonary for structure laid dry in Khranja including supply of all materials, labour, T&P etc required for proper completion of workl as per drawing & as per MORD specification for cross drainage structure, retaining walls, Breast walls & other similar structure etc as directed by Engineer-in-charge.

For Catchpit

Providing and fixing of CC Edge Stone with CC foundation M15 size 0.10*0.10*0.50m on valley side of formation as per approved drawing as directed by Engineer-in-charge

Excavation for structures- Earth work in excavated foundation for cross drainage structure, retaining walls, breat walls & other similar structures in all types of soils and rocks as me at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORd specification.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not lessthan 25 Kg each as per drawing and technical specification of MORD and as directed by Enginner-in-charge

Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutment,wing wall, return wall with 100mm dia PVC pipe extending through the full width of the Structures with slope of 1 (V) : 20(H) towards drawing face complete as per drawing and technical MORD specification for Rural Roads 2014 clauses 614,709,1204.3.7

Constt of Hill side Pucca trapezoidal drain in accordance with the requirement of specification true to line and grades. Dimension and other praticulars as per drawing including all material labour T&P etc required for proper completion of the work

Excavation in all types of soil

RR Stone masonary in 1:5 C/S Motar

Plaster in 1:4 C/S Motar

Providing & laying M10 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by engineer-in-charge.

For Scupper

For Petty Works (Parapets) etc

Providing & laying M20 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by engineer-in-charge.

For Parapets

Providing & laying M25 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by engineer-in-charge.

For X Drainage Work (Scupper)

15mm thick plastering with cement mortar 1:4 including supply of all materials, labour, T&P royalty etc required for proper completion of work as directed by engineer-in-charge and MORD specification clauses No. 613.4

For Parapets

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per Clause 1916 of MORD specifications

For Parapets

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue

For X Drainage Work (Scupper Slap)

Reinforced cement concrete M15 grade KM stone of Standard design as per IRC:8 fixing in position including painting and printing etc as per Drawing

Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per standard drawing duly painted and written and as directed by Engineer in charge/ as per MORD Specification

Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per standard drawing duly painted and written as directed by Engineer in charge

Providing fixing of citizen information board with PMGSY logo at starting or prominent location (Where maximum no. of citizen can view the details of the road ) as per attached standard drawing dully painted and written as directed by engineer in charge as per MORD specification and as directed by Engineer in charge

Providing & fixing of semi reflective traffic sign boards (cautionary, mandatory & information ) as per attached drawing duly painted and written as per the MORD specification and as directed by engineer-in charge

Providing & fixing of maintenance information board with PMGSY logo at starting or prominent location (where maximum no. of citizens can view the detail of the road ) as per attached standard drawing dully painted and written as per the MORD specification and directed of Engineer-in-charge

Hill side Drain Clearance (removal of earth from the choked hill side drain and disposing it on the valley side manually)

Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 (Sub grade preparation)

Granular sub-base/base/surface course with local materials (table 400.13) by mix in place method normal construction of granular sub-base by providing local materal spreading in uniform layers with mortar grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth whel roller to acheive the desired density complete as per clause 401.4 as per technical Specification Clause 408.

WBM Garding -2 …Manual means: Providing,laying,spreading and compacting stone aggregate of specific sizes(63mm to 45mm) to water bound macadam including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber, applying brooming, stone screenings(Type B-11.2mm) and biding material to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 2 as per Techincal Specification CLause 405.

WBM Garding -3: Providing,laying,spreading and compacting stone aggregate of specific sizes to water bound macadam 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 screeing to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405

Providing and applying promer coat with bitumen emulsion (SS-I) on prepared surface of wwater bond macadam base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using machanical means as per MORD specification.(for WBM surface)

Poviding 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 granular surfaces treated with primer & cleaned with hydraulic broom as per MORD specification.

20mm thick open graded premix carpet using Bitumen Emulsion as per Technical Specification clause 508.2

Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specification level, grade and cross fall using type "A" as per MORD Specification

Emmergency Maintenance Activities :

Major Slip Clearnace in all Type of soil, rock and boulders including cost of all material, material machine T&P etc required for proper completion of work as per MORD specification of work 1611

Ist year

2nd year

3rd year

4th year

5th year

Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator,pol and all other charges required for proper compeletion of work

Ist year

2nd year

3rd year

4th year

5th year

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification 1301

Ist year

2nd year

3rd year

4th year

5th year

Coolie Walling including supply of all material, labour, T&P,royalty etc. Required for proper completion of the work,as directed by Engineer-in-charge and as per PWD 8.90 specifications (for opening communication only)

Ist year

2nd year

3rd year

4th year

5th year

PBMC Activities

Maintenance under PBMC for (1) Trimming of grass and weeds from shoulders/berms and disposing off the same to suitable location as per technical specification clause 1914 (2) Maintenance of road side drains including minor slip clearence , reshaping deepening and regarding as well as catch water drains as per technical specification clause 1907 (3) Maintenance of shoulders to the required level by filling/ cutting the soil and its compacting includind disposal of surplus material in approved muck disposal points as per specification clause 1903 (4) Maintenance of scuppers and culverts by way of clearing , erosion repaire , repairs of cracks,parapet walls and protection works as per drawing and technical specification clause 1908 (5) Maintenance of causeway by way of minor surface repairs , replacing guide posts, repair of flood gauges, removal of debris , providing boulders and protection works and painting as per technical specification clause 1909. (6) Maintenance of road signs by way of cleaning and repainting of mandatory /requlatory / cautionary / informatory and place identifications sign board as per drawing and technical specification clause 1910 (7) Maintenance of 200 metre stones, km stones, 5th Km stone and edge stone by way of refiting of tilted stones repairing with cement mortar , cleaning , repairing and lettering on 200 meter km stone and 5th km stone as per drawing and technical specification clause 1912 (8) repairing of pot holes by removal of loose material, trimiming of side, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year) (9) Two coat white washing on parapet walls of CD work,edge stones,tree truncks, and prominent rock patches on hill side including preparation of surface by cleaning scraping etc. as per technical specification clause191

Ist year

IInd year

IIIrd year

IVth year

Vth year

Ms Amit Kumar