L035 Tharali to Dewal Mundali T01 Km 17 to Tajpur Laga Kandai MR Stage I

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 roads 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 for structures- Earth work in Excavation in foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all type of soils and rocks as met 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.

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 materials, labour, T& P etc, required for proper completion of work as per drawing and as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc as directed by Engineer-in-charge .

Random rubble stone masonary for structures laid dry by locally available approved stone Including supply of all materials, labour, T& P etc, required for proper completion of work as per drawing and as per MORD specification for retaining walls, breast walls & other similar structures etc as directed by Engineer-in-charge .

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

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 of MORD and as directed by Engineer-in-charge .

Providing edge stone on valley side of formation as per drawing including supply of all materials, labour and T&P etc required for proper completion of work as per MORD specification and as directed by Engineer-in-charge .

Side drain work

Surface drains in soil construction of unlined surface drains of average cross -sectional area .40 sqm in soil to specified lines , 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 technical specification clause 307

Cross Drainage Work

Excavation in foundation in hill area by machanical means including cutting and trimming of side slope and disposal of excavated earth upto 1.5 meter lead up to 20 meter as per tech spec. no. -1603.2

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202&1203 PCC grade M10 including supply of all materials, labour, T& P & royalty etc, Check walls

Random rubble stone masonary laid in 1:5 cement & sand mortar in breast wall, retaining walls, parapets, scupper etc including supply of all materials, labour, T& P & royalty etc, ( as per PWD Uttarakhad specification)

Supplying, fitting, placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications clause 1002,1010,1202 ( the reinforment steel shall be procured from original (primary) steel producer as per clause no. 2011.3.1 of MORD specification (First revision 2014) and IS 1786:2008 clause no. 1.6

Providing and Laying reinforced cement concrete in super structure as per drawing and technical specifications clause 800,1205.4 and 1205.5 RCC M-25

HP stone filling in the back of wall Including supply of all materials, labour, T& P etc, required for proper completion of work

Random rubble stone masonary for structures laid dry by locally available approved stone Including supply of all materials, labour, T& P etc, required for proper completion of work as per drawing and as per MORD specification for retaining walls, breast walls & other similar structures etc as directed by Engineer-in-charge .

Providing weepholes in Brick masonry / stone masonr, Plain/ Reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per drawing and techincal specification clauses 614,09,1204.3.7

White washing of parapet walls of CD work with two coats

Culvert

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 50m, dressing of sides and bottom and backfilling

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202&1203 PCC grade M10 including supply of all materials, labour, T& P & royalty etc, Check walls

Providing and Laying reinforced cement concrete in super structure as per drawing and technical specifications clause 800,1205.4 and 1205.5 RCC M-25

Stone masonary in cement mortar for substructure complete as per drawing (Couresd RR masonary in 1:4 cement sand mortar)

Stone masonary in cement mortar for substructure complete as per drawing (Couresd RR masonary in 1:5 cement sand mortar)

Random rubble stone masonary for structures laid dry by locally available approved stone Including supply of all materials, labour, T& P etc, required for proper completion of work as per drawing and as per MORD specification for retaining walls, breast walls & other similar structures etc as directed by Engineer-in-charge .

HP stone filling in the back of wall Including supply of all materials, labour, T& P etc, required for proper completion of work

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification

Providing weepholes in Brick masonry / stone masonr, Plain/ Reinforced concrete abutment , wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per drawing and techincal specification clauses 614,09,1204.3.7

Providing and Laying RCC M25 grade cement concrete in super structure as per MORD specification Including all materials, labour, T& P etc, as directed by Engineer-in-charge .

5th KM stone (precast)

Ordinary KM stone (precast)

200M stone (precast)

Providing and fixing Logo of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawings Three MS plates of 1.6 mm thick, Top and middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The lower plate will be will be welded with MS angle iron frame of 25nnx25mmx5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x450mm x600mm, 600mm 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 stove enamled 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 2 coats of epoxy paint as per drawing clause 1701 and

Providing and Fixing of Title PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS plate of 1.6mm 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 the lower most plate will be welded with MS angle iron frame 25mm x 25mm x 5mm. The angle iron frame of the lower 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 blocks of 450mm x 450mm x 600mm, 600mm below ground level.the top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides.Latering and printing arrows, borde 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 painted with primer and two coats of epoxy paint as per drawing Clause 1701 and annexure 1700.1

Providing & fixing of citizen information Board with PMGSY Logo at suitable place in the starting of the road as per attached drawing duly painted and written as per the MORD specification and dirextion given by Engineer in charge.Clause 1701 and Annexure 1700.1

Providing and fixing of Semi-Reflective Cautionary,mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 65 mm width and required letters, figures with reflective engineering grade tape as per Clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47mm x 47mm x 12SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450 x 450x 600mm below ground level as per approved drawing clause 1801.2.2 900mm eqilateral & trangle

Providing & fixing of Maintenance information Board with PMGSY Logo at starting or Prominet 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 direction of Engineer-in-charge

Other Work

Constt of reference pillers as per Fig. 1600.1(b) as per KM drawing

Constt of back pillers as per drawing 1600.1© as per drawing KM

Slope stability, Soil Erosion & Top Soil Conservation Development of Dumping Place & slope protection- P & L of boulder apron laid in wire crateswith 4mm GI wire conforming to IS:280 and IS: 4826 in 100mmX100mm mesh (woven diagonally) including 10% extra for laps and joints laid withstone boulders weighing not less than 25Kg each as per drawing and technical specvification ofv MORD and as directed bi Engineer-in-charge

Wirecrates

Emergency Maintenance

Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion 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 crate with 4 mm dia GI 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 techniacal 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 specifications 8.90 (For opening communication only)

Ist Year

Iind Year

Routine Maintenance- Under PBMC

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 clearence , reshaping ,deepening and ,regrading ,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 specification clause 1903 . 4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 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 work 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 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 stones, tree truncks, 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

Sompal Singh

MEHARBAN SINGH NEGI

uma shankar singh rawat

Rakesh Chandra Bhardwaj