UT11146 Ghansali Akodi Road Km. 18 to Saruna Kot Changi Motor Road Stage-II

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 slop, super elevation as required , also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes, with all lead & lift 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 0.60 mt with the stones available from the required hill side cutting for retaining the muck without other 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 complition of the work as per part II special condition of contract, MORD specification Clauses 1601,1602 & 1603 and as per direction of Engineer in charge.

Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 (Sub grade preparation)

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

Construction of Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction.

Construction of R. R . stone masonary in cement mortar (1:5) including supply of all materials, labour, T&P, royalty etc, for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.

Providing weepholes in stone masonry, plain/reinforced concret abutment, wing wall, return wall with 100 mm dia AC pipe per drawing and technical specification Clauses 614, 709, 1204.3.7

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in100 mm x100mm 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.

Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction.

Pointing with cement mortar 1:3 in front side of parapet

Cement plaster 15 mm thick 1:4 on stone masonry including supply of all materials, labour, T & P & royalty etc, required for proper completion of work as directed by Engineer-in-charge and and MORD Specification.

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

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Providing concrete for plain/ reinforced concrete in open foundations complete as perb drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C grade M 10) (Nominal mix 1:3:6)

Providing concrete for plain/ reinforced concrete in open foundations complete as perb drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C grade M 20)

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructruer 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 IS1786:2008 clause no. 1.6)

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).

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 20

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (R.C.C. grade M 25

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (for R.C.C grade M 25.)

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (2nd sort) In 1:4 cement mortar

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (2nd sort) In 1:5 cement mortar

Tubular Steel Railing on Precast RCC posts, 1.2 m high above Ground Level Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts 175 mm x 175 mm x 1.8 m high (1.2 m above Gl) with 3 holes 50 mm dia for pipe, fixed 2 m centre-to- centre complete as per approved drawings Clause 1706

Stablization Sub-base/Base Providing laying, spreading and Compacting chemically Stabilized Soil mix for Base Caurse on prepared Subgrade, including Pulverising, adding designed quantity of IRC Accredited Additives/ Cement/ Lime to the spreaded soil,proper mixing of soil & granular material with mixing in place method with Rotavator, Grading with motor grader and compacting with road roller at OMC to achieve the Designed unconfirmed Compressive Strenth and to form a layer of base strictly as per technical specification clause 404 and method statement of Technology provider (Procedure and method statement duly appoved by IRC). Including cost of all material, labour, T&P etc required for proper completion of work, (Soil Stabilization Design will be provided by the contractor from NABL Accredited Laboratory), followed by field test for CBR, Field Dry Density, USB, Durability as per defined sampling Frequency specified in MORD. Post laying tests and soil properties shall fulfill the design requirement

Prime Coat with Appopriate Technology duly Accredited by IRC to achieve Enhanced spreadibility Uniform Coverage, Penetration Improvement , Lower Residual Bitumen, Improved Water Resistance, Quick Setting and Reduced Consumption used with cationic bitumen emulsion CSS1 ( IRC Approved)- as per MORD section 502 used with Recommended doses and method statement of Additive by Manufacturer/ Technology Provider ( Duly Approved and Accredited by IRC )

Providing and applying tack coat with Bitumen emulsion (Rapid setting RS-1 grade complying with IS:8887 ) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared grangular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

OGPC with Appropriate Technology duly Acredited by IRC Provding, layig and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates with using penetration grade bitumen mixed with Additive for enhansed performance and durability to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity as per MORD Section 506, finished to required level and grades to be followed by seal coat of eighter Type A or Type B or Type C as per Technical Specification Clause 508. The Additive shall be IRC Accredited Doses and Method Statement as Recommended by Manufacturer/ Technology Provider (Duly Approved and Accredited by IRC)

Seal Coat with Appropriate Technology duly Acredited by IRC Provding and layig seal coat mixed with Additive, sealing the voids in bituminous Surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. The Additive shall be IRC Accredited and doses and Method Statement as Recommended by Manufacturer/ Technology Provider.

The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (For Super elevation)

Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (For Filling / Patri Filling)

Providing and fixing of C.C edge stones 12cm X12cm X 60cm size precast in M15 cement concrete with 4 nos. 6 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

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.

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 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.

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. ettering 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 Title Information Board with PMGSY Logo

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. ettering 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 Citizen information board with PMGSY Logo

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. ettering 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 Citizen maintenance information board with PMGSY Logo (For maintenance)

Maintainance Activities:

Emmergency Maintenance Activities [For Opening Communication]:

Major Slip Clearence in all type of soils, Rocks and boulders including cost of all material, Machine, T&p etc required for proper completion of work as per MoRD specifications of work 1611.

1st Year

2nd Year

3rd Year

4th Year

5th Year

Deploying Hydraulic Excavators of 0.90 cum 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 completion of work.

1st Year

2nd Year

3rd Year

4th Year

5th 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 technical specifications 1301.

1st Year

2nd Year

3rd Year

4th Year

5th 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

3rd Year

4th Year

5th Year

Routine Maintenance Activities:

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 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.

1St year (Twice in A Year)

2nd year (Twice in A Year)

3rd year (Twice in A Year)

4th year (Twice in A Year)

5th year (Twice in A Year)

M/S HIMALAYAN CONSTRUCTION