UT-04-16 NARSINGH DANDA TO BHAGINA BHANDARI MOTOR ROAD STAGE-I LENGTH 7.000 KM

Amount

Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soil, 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 road surface to the required level and slopes, with all lift & 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 , utilities, private and public properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excated material), till the completion of the work as per part II special conditions of contract, MORD specifications Clause 1601,1602 & 1603,and as per direction of Engineer in charge .

Construction of Hill side Kutcha Trapezoidal drain as per drawing (Top 0.60m, Bottom 0.30m & Height 0.40 to 0.60m as per site)Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil& Ordinary Rock Construction of unlined surface to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per MORD Specification for Rural Roads 2014

Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

X- Drainage/Drainage structure

Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.as per drawing and technical specifications Clause 1604

X- Drainage/Drainage structure

Petty works like Parapet etc.

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

X- Drainage/Drainage structure

HP stone filling in back of structures including supply of all material, labour, T&P, royalty etc. required for proper completion as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

X- Drainage/Drainage structure

Providing and laying of boulder apron laid in wire crates 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 technical specifications Clause 1301

PCC M20 (Nominal Mix 1:2:4) Top of parapet

Cement plaster 15 mm thick 1:6 on stone Parapet

White washing of parapet walls of CD work with two coats

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 structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

X- Drainage/Drainage structure

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

X- Drainage/Drainage structure

Providing and laying of concrete reinforced concrete for structures including supply of all material, labour and T&P etc. as per drawing required for proper completion of work as directed by Engineer in Charge and MORD Specification for Rural Roads 2014. R.C.C M 25 for cross drainage structures such as Culvert , Bridge etc.

Superstructure (1m span Culvert)

Superstructure(Bridge)

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

Substructure (1m span Culvert)

Substructure (Bridge)

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)

Substructure (1m Span Culvert)

Superstructure (Bridge)

Providing and laying of concrete reinforced concrete for structures including supply of all material, labour and T&P etc. as per drawing required for proper completion of work as directed by Engineer in Charge and MORD Specification for Rural Roads 2014. R.C.C M 20 for cross drainage structures such as Culvert , Bridge etc.

Substructure (Bridge)

Open Foundation(Bridge)

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 (Jacketing only)

Bridge

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 cement mortar (1:5)

Bridge

Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 metre Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706

Bridge

DRAINAGE SPOUTS complete as per drawing and technical specifications clause 1209

Bridge

Providing and laying of compression seal joint consisting of steel armoured nosing metre at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder as per drawing, and technical specifications Clause 1207.2.4

Bridge

Pointing with cement mortar 1:3

Bridge

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

5th Kilometer Stone (Precast)

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Providing & fixing of PMGSY Logo Board at starting point end point and at 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.

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

Providing & fixing of Citizen 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 direction of Engineer in Charge.

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

Earthwork in exacavtion for wire crates required for debris disposal

Providing and laying of boulder apron laid in wire crates 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 technical specifications Clause 1301

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

SKT BUILDCON PVT LTD