UT09-10 Construction of Berinag to Posa Motor road Stage-I

Amount

Earth work in Hill Road (Hill side cutting):- Excavation in Hilly area for Construction road in all type of Soil, Rocks and E&B etc. as met at site true to lines as per Plan, L-Section, Cross Spoe, Super Elevation as required, also including uprooting & cutting of bushes. Dressing of road surface to the required level and slopes with all Lifts & Leads required for safe disposal of surplus excavated material at suitable dupming places indicated in Drawings by mechanical means/manual means and including construction of required coolie walling for retaining the muck, without otherwise damging the Forest, Forest Land, Uitilities, Private and Public Properties, including Slip Clearance till the completion of the work as directed by Engineer-in-charge as per MORD Specification Clause 1601, 1602 & 1603

PROTECTION WORK

Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types 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.

R /Wall & B/Wall

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 & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge.(updated SOR)

R /Wall & B/Wall

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 specifications)(updated SOR)

R /Wall & B/Wall

Back filling behind retaining wall/breast wall./ Providing & 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 material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge./ Providing & 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 material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. (rate as per DPR)

R /Wall

Providing Edge stone on valley side of formation as per drawing including supply of all materials ,labour,T&P etc. required for proper completion of the work as per MORD Specificaion and as directed Engineer-in-charg./ Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6

Construction of parapet in RR stone masonry laid in 1:5, C/S mortar providing M10 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.( without base concrete)

Construction of parapet in RR stone masonry laid in 1:5, C/S mortar providing M10 cement concrete in top, plaster in 1:4 C/S mortar & flush pointing in 1:3 C/S mortar as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.( witht base CC M10 )

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

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 Tech. Specification Clause 408.

Using Gravel mix soil using

Construction of back pillars , of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications for rural roads./ Providing and fixing of cutting/back pillars of RR stone masonry with Mud mortar of soze 30x30x40 including top & three face plaster & material as directed by below ground, disposal of surplus material as directed by Engineer in charge for proper completion of work duly painted and written as per of Er-in-charge (40 No/Km) as per MORD specification Clause No. 1602.1, 1602.2, 1602.3

Construction of Job pillers of length 400mm, width 400mm and height 600mm ofwhich 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications for rural roads./ Providing and fixing of job pillar of RR stone masonry with Mud mortar of size 40x40x60 in depth including top & three face plaster & excavation 10 cm below ground, disposal of surplus material as directed by Engineer in charge for proper completion of work duly painted and written as per of Er-in-charge (4 No/Km) as per MORD specification Clause No. 1602.1, 1602.2, 1602.3 (updated SOR)

Construction of reference pillars(totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications for rural roads. / Providing and fixing of reference pillar of RR stone masonry with Mud mortar of soze 20x20x30 including top & three face plaster & top edge reference pillar shall be at ground level and disposal of surplus material as directed by Engineer in charge for proper completion of work duly painted and written as per of Er-in-charge (40 No/Km) as per MORD specification Clause No. 1602.1, 1602.2, 1602.3 (updated SOR).

side drain

Longitudinal katcha drain C/O of katcha drain per m / Construction of Hill side Kutcha drain (0.50mX 0.45m) size as per drawing excluding in gaps for C/D structures including excavation in all type of soil and rock as met at site with all material, labour, T&P lead, lift & disposal of excavated material etc. as directed by Engineer in charge.

C/O of KC type drain without cc etc. per m/ Construction of Hill side Pucca KC drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge. (updated SOR)

Cross Drainage Work

Construction of Pucca scupper excluding catch pit , including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & MORD specification as directed by Engineer-in-Charge. (16.00 Nos.)

Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types 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.

Providing & Laying M10(Nominal mix 1:3:6 ) grade plain/reinforced concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by 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 & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge.

Providing & 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 material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202. (As per MORD specification no. 1002.1 and IS 1786:2008 clause no. 1.6, Steelshall be procured from original/primary steel producers only and no re-rolled steelshall be used.) The following Primary Steel Producers have been approved for PWD, Uttarakhand vide Office Memorandum No. 65/10 adhi/praapti/12 Dated:25/01/2012 of the Chief Engineer, Level-1, PWD:-1. SAIL (Steel Authority of India Ltd.) 2. RINL (Rashtriya Ispaat Nigam Ltd.) 3. Tata Steel 4. Shyam Steel Industries Ltd.

P/L M25 grade R.C.C in slab of culvert and minor bridges as per MORD Specification including all material labour T&P etc. as directed by Engineer in charge.

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

PCC Grade M25 Using concrete Mixer Plain Rainforced ment

Catchpit

Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types 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.

Providing & Laying M10(Nominal mix 1:3:6) grade plain/reinforced concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by Engineer in charge.( for Causeway & Culvert

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 specifications)

PCC Grade M25 Using concrete Mixer Plain Rainforced ment

Providing & Laying M10 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by Engineer in charge.( for Causeway & Culvert ) / 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

Providing & Laying M20 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by Engineer in charge.( for Causeway & Culvert ) / 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 20

C.R. Stone masonary laid in 1:4 cement/sand mortar for abutment of minor bridges, culverts etc. including all material labour T&P etc. required for proper completion of work as directed by Engineer in charge.( for Culvert ) n / Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

C.R. Stone masonary laid in 1:3 cement/sand mortar for abutment of minor bridges, culverts etc. including all material labour T&P etc. required for proper completion of work as directed by Engineer in charge. ( for Culvert )/ Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

P/L M25 grade R.C.C in slab of culvert and minor bridges as per MORD Specification including all material labour T&P etc. as directed by Engineer in charge./ Providing and laying reinforced cement concrete in substructure as per drawingand technical specifications Clauses 800, 1205.4 and 1205.5

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202. (As per MORD specification no. 1002.1 and IS 1786:2008 clause no. 1.6, Steelshall be procured from original/primary steel producers only and no re-rolled steelshall be used.) The following Primary Steel Producers have been approved for PWD, Uttarakhand vide Office Memorandum No. 65/10 adhi/praapti/12 Dated:25/01/2012 of the Chief Engineer, Level-1, PWD:-1. SAIL (Steel Authority of India Ltd.) 2. RINL (Rashtriya Ispaat Nigam Ltd.) 3. Tata Steel 4. Shyam Steel Industries Ltd.

Construction of Box Culvert including excavation, Providing concrete for plain/reinforced concrete Nominal mix 1:3:6, R.C.C M 25,Supplying, fitting and placing HYSD bar reinforcement, R.R. Masonary laid dry for catchpit as per attached standard drawing specification and direction of Engineer-in-charge.

Road Furniture

Ordinary Kilometer Stone (Precast)/ Providing and fixing of Kilometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge.

200 m stone (precast)/ P/F of hectometer stone / Providing and fixing of Hectometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge.

Providing 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 written as per the MORD specification and direction given by Engineer in charge.

Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly painted and written as per the MORD specification and as directed by Engineer-in-charge./ P/F of sigin board caution. 600mm equiletral triangle

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./ P/F of Tittle information board

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.

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701/ Providing & fixing of Semi reflective Directon and Place Identification Sign Boards up to 0.90 sqm size as per attached drawing and as per the MORD Specification and as directed by Engineer in charge

Maintainance Activities:

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.

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IInd year

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

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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)

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Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

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Maintenance Under PBMC for (1) Trimming of grass and weeds from the shoulders/Berms and disposing of the same to suitable locations as per technical specification clause 1914. (2) Maintenance of road side drain 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 technical specification clause 1903 (4) Maintenance of scuppers & culverts by way of clearing, cleaning, erosion repair, repair to crack, parapet walls and protection works as per technical specification clause 1908. (5) Maintenance of Causeway by way of minor surface repairs, replacing guide posts, repair of fixed gauges, removal of debris providing boulders and protection works 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 stones, by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 meter, 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 sides, cleaning of surface and providind tack coat bitumen emulsion and patch repair with 20 mm thick premix carpeting and type B seal coat using biyumen bitumen emuision(in 3rd and 5th year) (9)Two coat White washing on parapet walls of CD work, edge stones, tree truncks and prominent rocks, patches on hill sides including preparation of surface by cleaning scrapping etc. as per Technical specification Clause 191.

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