UT-13-43 Construction and Maintenance (2years) of

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.

Excavation for Structures:- Excavation in foundation for cross drainage structures, Retaining walls, brest walls, breast walls and other similar structure in all types of soils and rocks as met at site with all leads, lift and disposal of surplus earth as directed by Engineer - in - Charge also including supply of all materials, labour, T&P etc required for proper completion of work.

Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.

Random rubble stone masonry 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 MORD specification for cross drainage structures, retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.

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

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% 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

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

Providing edge stone on valley side of formation as per drawing and Technical specification Clause 1608.2.6 as per MORD spec. 1600 Sr. No. 8.9 (0.49mtr @ 247.00/ mtr =121.03)

2.5 Cm Thick C.C M-20 (1:2:4) in coping

Pointing with cement mortar 1:3

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Construction of Trapazoidal kutcha drain (0.60 m x 0.45 m) size as per drawing excluding gapes for C/D structures including excavation in all type of soil and rocks as met at site including supply of all materials, labour, T&P lead, lifts, disposal of excavated materials etc as per direction of Engineer-in-charge

Providing and laying plain cement concerte (M-10) in 1:3:6 ( 1 cement, 3 coarse sand,6 40mm stone ballast & 20mm stone ballast)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M25 grade)

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 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)

Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, (M-25)

Providing weepholes in brick masonry/stone masonry, 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 technical specification Clauses 614, 709, 1204.3.7

Random Rubble Masonry 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. (Kharanja,causway,Coolie walling)

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 material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 l Using naturally occurring gravel

Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved .

Providing and fixing of kilometer stone as per standard drawing made of precast R:C:C 1:2:4 fixed with C.C 1:3:6 including excavation of pit, painting and printing letters on kilometer stone with two coat of approved synthetic enamel paint of approved . (200 mtr Stone)

Providing and fixing of PMGSY Logo board at starting point, as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge

Providing and fixing of PMGSY Logo board at end point and every 2 Km, as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge

Providing and fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge.

Providing and fixing of Citizen information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge

Providing and fixing of Trafic Sign Boards Cautionary, mandatory & infomatory( as per attached drawing duly painted and writen as per MORD specification and direction by Engineer in charge

Providing and fixing of semi reflective Direction and Place identification sign boards up to 0.90 sqm as per attached drawing and direction by Engineer in charge

Providing and fixing of semi reflective Direction and Place identification sign boards more then 0.90 sqm as per attached drawing and direction by Engineer in charge

Construction of reference pillars as per Fig. 1600.1(b) as per drawing and Techenical Specification Clause 1602.1

Construction of back piller as per Fig. 1600.1© as per drawing and Techenical Specification Clause 1602.3

Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4

Maintenance Activities:

Emergency Maintenance Activities (O/C)

Major slip clearence in all type of soil,rock and boulders including cost of material,machine,t&p etc.and taxes etc.required for proper complition of the work.as per MORD specificatios,clause 1611

1st year

2nd year

Deploying hydraulic excavation of 0.90 cum bucket for clearence of major slip in all type of soil,rock and boulder including its oprator,fuel all other charge and taxes required for proper complition of the work.

1st year

2nd year

Providing and laying of boulder apron laid in wire crates with 4 mm dia wire confirming to IS 280 & IS 4826 in 100 mmx100 mm mesh (woven diagonaly) including 10%extra for laps and joints laid with stone boulders weighing not less then 25 kg each as per drawing and technical specification clause 1301

1st year

2nd year

Coolie walling including s/o all material,labour,t&p,royalty etc.required for proper complition of the work as directed by E/I. as per PWD specification 8.90 (for open communication only)

1st year

2nd year

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} Repairing of pot holes by removal of loose material, trimming of sids, 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 sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.

M/s kailash Buliders