UT-09-125 Construction and Maintenance (2years) of Karnprayag Almora Askot MR Km 235 to Mirthi talli 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 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 drawing by mechanical means/manual means and including construction of required coolie walling of minimum height of 0.60mt. with 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 excavated material), till the completion of work as per part II special condition of contract, MORD specifications Clause 1601, 1602 & 1603 and as per direction of engineer in charge.

Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P, Roylty etc. required for proper completion of the work as per direction of Engineer in Charge. (As per PWD Uttarakhand specifications)

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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (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. For retaining wall & B/W)

Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604. (RR Stone masonry in cement mortar 1:5)

Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. including supply of all materials, labour, T&P, royalty etc, required for proper completion of work.

H.P stone filling in back of walls including cost of all materials, royalty, T&P etc. complete.

construction of road side parapat including supply of all material labour ,T&P etc .required for proper complition of work as directed by engineer in charge and MORD spacification for rural road

C C in M-20 at top surface (1:2:4) grade

Plaster15 mm thick in 1:4 back side & both side

Flushing point in 1:3 in front side

white washing two coats

Construction of katcha drain as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work.(C/O of katcha drain per m)

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

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 Nominal mix (1:3:6) in open foundation

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 25 nominal mix (1:1.5:3)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC grade M-25 nominal mix (1:1.5:3)

Supply,fitting HYSD bar reinforcement in super structure

Supplying, cutting , and placing of HYSD bar reinforcement in substructure/superstructure complete (IS1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Code including supply of all materials, labour,T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge as per MORD Specification for Rural Roads 2014. for sub structure

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, PCC Grade M15, Using concrete Mixer

Construction of C.R. stone masonary laid in 1:4 cement sand mortar including bond stones, supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014.

Construction of C.R. stone masonary laid in 1:5 cement sand mortar including bond stones, supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014.

Providing and laying of compression seal joint consisting of steel armoured nosing 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

Drainage spouts complete as per drawing and technical specifications Clause 1209

Tubular Steel Railing of Medium Weight Steel Channel (ISMC series) 100 mm x 50mm or Providing , fixing and erecting of 50 mm dia steel pipe railing in 3 rows duly painted as per approved drawing and MORD Specification for Rural Roads 2014.

Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing , directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. (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 standard drawing duly painted and written as per MoRD specification and direction by Engineer in charge and Technical Specification Clause 1701.2.5 and Annexure 1700.1

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 chargeand Technical Specification Clause 1701.2.5 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 standard drawing duly painted and written as per the MoRD specification and direction given by Engineer in charge and Technical Specification Clause 1701.2.5 and Annexure 1700.1

Providing & fixing of Maintenenance 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-chargeand Technical Specification Clause 1701.2.5 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 MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 1.(600 mm equilateral triangle)

Direction and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701, 1701.2.5 and Annexure 1700.1

Construction of reference pillars as per Fig. 1600.1 (b) as per km drawing and Technical Specification Clause 1602.1(40 Nos. per Km.)Size0.20*0.20*0.30

Construction of back pillar as per Fig. 1600.1( c) as per drawing km and Technical Specification Clause 1602.3 (40 Nos. per Km.)Size 0.30*0.30*.4

Construction of Job pillar as per drawing km and Technical Specification Clause Size 0.40*0.40*0.60

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.

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 (crate size 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Random Rubble stone masonary in Coolie walling including supply of all material, cu.m labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) for Making Dumping Yard

Emergency Maintenance Activities (O/C)

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

1st year

2nd 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

1st year

2nd 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

1st year

2nd 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)

1st year

2nd year

Routine Maintenance- UnderPBMC:- 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.

M/s SMS Construction

rajendra singh waldiya

Neeraj mishra

TARA CHAND