UT-04-23 SIRNAYARI TO AMNI STAGE-1

Amount

Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site,true to lines as per plan,L-section, Cross slope, super elevation as required, also including uprooting & cutting of bushes dressing of raods surface to the required level and slopes, with all lifts and leads required for safe disposal of surplus excavated material at suitable dumping places indicated in drawings by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stones available from the required hill side cutting for retaining the muck, without otherwise damaging the forest,forest land, utlities, private and public properties , including slip clearance and its safe disposal (same as per mention above for safe disposal of surplus excavated material), till the completion of the work as per part-II special condition of contract MORD specification, Clause 1601, 1602 and 1603 and as directed by Engineer-in-charge

For Protection work.

Excavation in foundation for retaining & breast wall in all type of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in -charge.

Random rubble masonary laid dry in breast wall, retaining wall, parapets, scupper etc .Including supply of all materials, labour, T& P royality etc, required for proper completion of work as per PWD Uttarakhand specification.

Random Rubble Stone Masonary laid in 1:5 cement and sand mortar,in breast wall, retaining wall,parapets,scupper etc.Including supply of all materials,labour, t & p & royalities etc.(As per Uttarakhand specifications).

HP stone filling in back of walls including supply of all material, labours, T&P etc. required for proper completion of the works.

Providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire 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 25 Kg each as per drawing and technical specifications Clause 1301.

Providing weepholes in brick masonry / stone masonry,plain /reinforced concrete abutment ,wing wall ,return wall with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 KM 1 to 9.275

Construction Of Parapet

Stone Masonry in cement mortar 1:5

Plaster with Cement Mortar(1:6)

P.C.C Grade M-20 nominal mix (1:2:4)

White washing for parapet walls of CD work with two coats

HILL SIDE KATCHA DRAIN

construction of Hill side Kutcha trapezoidal drain as per drawing (.60 m, Bottom .30 m & Height .40 to .60 m as per site ) Construction of unlined surface drain of average cross sectional area .40 sqm in soil & ordinary rock construction of unlined surface to specified line ,grades levels and dimensions.Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MORD Specification for Rural Road 2014.

CROSS DRAINAGE WORK

Construction of Causeway

Excavation in foundation in soil in hilly Area by Mechanical means including cutting and trimming of sides slopes and disposal of excavated earth lift upto 1.5 mt and a lead upto 20 mt as per Technical Specification Clause1603.2

Random Rubble Masonary laid dry in breast wall, retaining wall,parapets,scupper etc. Including supply of all materials,labour, t & p & royality etc, required for proper complition of work .(As per PWD uttarakhand specification).

Random Rubble Stone Masonary laid in 1:5 cement and sand mortar,in breast wall, retaining wall,parapets,scupper etc.Including supply of all materials,labour, t & p & royalities etc.(As per Uttarakhand specifications).

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202, & 1203 P.C.C grade M 10 including Check walls.

Construction of Culvert(1 mt span)

Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in -charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202, & 1203 P.C.C grade M 10

Random Rubble Stone Masonary laid in 1:5 cement and sand mortar,in breast wall, retaining wall,parapets,scupper etc.Including supply of all materials,labour, T & P royalities etc.(As per Uttarakhand specifications).

HP stone filling in back of walls including suuply of all material,labour , T & P etc. required for proper completion of the work.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clauses 800,1205.4 and 1205.5

Supplying,fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clause 1002,1010,1202.(the reinforcement steel shall be procured from original (primary) steel produceras per clause no. 201 1.3.1 of MORD specification (First Revision 2014 ) and IS 1786:2008 Clause no. 1.6

Plain/Reinforced cement concrete in sub structure complete as per drawing and Technical Specification PCC Grade M25

Providing weepholes in brick masonry / stone masonry,plain /reinforced concrete abutment ,wing wall ,return wall with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709. 1204.3.7

For Catchpit

Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in -charge.

Random Rubble Stone Masonary laid in 1:5 cement and sand mortar,in breast wall, retaining wall,parapets,scupper etc.Including supply of all materials,labour, T & P royalities etc.(As per PWD Uttarakhand specifications).

Random Rubble Stone Masonary laid dry in breast wall, retaining wall,parapets,scupper etc.Including supply of all materials,labour, T & P royalities etc, required for proper complition of work.(As per Uttarakhand specifications).

R.C.C Bridge

Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead,lift and disposal of surplus material as per direction of engineer-in -charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202, & 1203 P.C.C grade M 10

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202, & 1203 R.C.C grade M 20

Plain/Reinforced cement concrete in sub structure complete as per drawing and Technical Specification802,804,805,806,807,1202 and 1204 R.C.C grade M20

Stone Masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202 and 1204 Coursed rubble masonry (1st sort) In 1:4 cement mortar(Jakeing only)

Stone Masonry in cement mortar for substructure complete as per drawing & technical specification clauses 702,704,1202 and 1204 Coursed rubble masonry (1st sort) In 1:5 cement mortar(Jakeing only)

Providing and laying reinforced concrete in superstructure as per drawings and technical specification Clause 800,1205.4 and 1205.5 R.C.C grade M 25

Supplying,fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clause 1002,1010,1202.(The reinforcement steel shall be procured from original (primary) steel produceras per clause no. 201 1.3.1 of MORD specification (First Revision 2014 ) and IS 1786:2008 Clause no. 1.6

Pointing with cement mortar 1:3

HP stone filling in back of walls including suuply of all material,labour , T & P etc. required for proper completion of the work.

Tubular steel railing on medium weight steel channel (ISMC series) 100mm x 50mm Providing & fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channel (ISMC series) 10 mm x 50mm,1.2 m high above ground 2 m centre to centre, complete as per approved drawing clause 1706

Drainage Spouts complete as per drawing and technical specification clause 1209

Plain/Reinforced cement concrete in sub structure complete as per drawing and Technical Specification P.C.C grade M25

Providing and laying of compression seal joint consisting of steel armoured nosing metre at two edges of the joint gap suitably anchored to the desk concrete and a performed chloroprene elastomer or closed cellfoam joint gap with special adhesive binder as per drawing and technical specifications Clause 1207.2.4

ROAD FURNITURE

Kilometre Stone Reinforced cement concrete M15 grade Kilometre stone/local stone of standard designs as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703

5 th Kilometre Stone(Precast)

Ordinary Kilometre Stone (Precast)

200 m Stone (Precast)

Providing & fixing of PMGSY logo Board at starting point,end point and every 2 Km distance of road length as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge. Technical Specification Clause 1701

Providing and Fixing Citizen informatry of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with PMGSY Logo at suitable place in the starting of the road as per atteched standard drawing duly painted and written as per the MORD specifications and direction given by Engineer in charge Clause 1701 and Annexure 1700.1

Construction of (200x200x300) mm size Reference/level pillar in RR Mud mortar stone masonry and plaster in 1:6 on three side and top on each pegs (40 Nos./Km) including white washing and letter writing supply of all material,labour T & P etc. required for proper complection of work as per drawing & directed by engineer- incharge. Technical Specifiation Clause 1602.1

Construction of (300x300x400) mm size Back Cutting pillar in RR Mud mortar stone masonry and plaster in 1:6 on three side and top on each pegs (40 Nos./Km) including white washing and letter writing supply of all material,labour T & P etc. required for proper complection of work as per drawing & directed by engineer- incharge. Technical Specifiation Clause 1602.1

Construction of (400x400x600) mm size Job pillar in RR Mud mortar stone masonry and plaster in 1:6 on three side and top in both end including white washing and letter writing supply of all material,labour T & P etc. required for proper complection of work as per drawing & directed by engineer- incharge.

Providing and Fixing Logo of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 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

Environmental Protection Work

Development of Dumping & Slope Protection-Providing and laying of boulder apronlaid in wire crates with 4 mm dia Gl wire conforming to IS:280 and IS:4826 in 100 mm x100 mm mesh (woven diagonally) including 10 % extra for laps and joints laid with stone stone boulders weighting not less than 25 kg each as per drawing and technical specification of MORD as

Earthwork in excavation for wire crates required for debris disposal

Providing and laying of boulder apron laid in wire crates with 4 mm dia Gl wire conforming to IS:280 and IS:4826 in 100 mm x100 mm mesh (woven diagonally) including 10 % extra for laps and joints laid with stone stone boulders weighting not less than 25 kg each as per drawing and technical specification Clause 1301

Miscellaneous Work

To carry out preliminary Survey for alignment including Prepration of General L-section & bush cutting for survey, prepration of forest and nap land paper for proposal,detail survey including bush cutting for survey and prepration of detailed project report (DPR) including detailed Plan,X-section ,L-section. Each item including supply of all material, labour T & P etc. requied for proper completion of work. As per direction of Engineer -in -charge.

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

IInd 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

IInd 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

IInd 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

IInd year

PBMC Activities

Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearnace reshaping, deeping 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 including disposal of the surplus material in approved muck disposal points as per specifcation clause 1903. 4) Maintenance of scuppers & culverts by way of clearing, Cleaning, Erosion repair, repair to cracks,parapet walls and protection work \s as per drawing and techincal specification clause 1908. 5) Maintenance of clauseway by way of minor surface repairs, replacing guide posts, repair of flood guage, removal of debris, providing boulder and boulders and protection work and painting as per techincal specification Clauase1910 6) Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910. 7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912. 8] Two coat White washing on parapet walls of CD work, edge stons , tree trincks and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.

Ist year

IInd year

M/s Parwatiya Construction