C O link road Chamkari to Jubber via Balota km 0/0 to 4/700

Amount

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with in all lead and lift as per Technical Specification Clause 1603.1( one six zero three point one) and MORD specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all lead, lift and all incidental charges. all work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erossions, damage to hill side, water pollutions etc., and to protect stability of hill side rock work shall be executed with chiseling, wedging out rock, where blasting is prohibited). All earth work in excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber super elevations and levels as shown on the drawing or as directed by the Engineer-in- Charge. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut materials in specified manners, trimming, filling of unevenness blindages and finishing of the road to specified dimensions as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other cases, it shall be removed by the suitable diversion, bailing out or de watering as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Earth work in excavation in ordinary soil in all depths for structure as per drawing and technical specification for rural road specification clause 305.1(Three hundred Five point One) & 1104 (one one zero four) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead and lifts including dressing of sides and bottom and backfilling in trenches with excavated suitable material. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock, the work shall be executed with chiseling, wedging out rock (where blasting is prohibited). All earth work in excavation shall be carried out true to line, grade, level, side slope, width, as shown on the drawing or as directed by the Engineer-in- Charge. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site(to be arranged by the contractor), trimming, filling of unevenness blindages and finishing of the road to specified dimensions or as directed by the Engineer-in-Charge if the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring, rain seepage and other causes, it shall be removed by the suitable diversion, bailing out or de watering as directed and the area of the foundation shall be kept dry. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying plain cement concrete Grade M- 10 (Ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crushed hard stone aggregate 40mm ( forty millimetre) nominal size) mechanically mixed, vibrated and curing complete in open foundations including form work as per drawings and MORDTechnical Specifications Clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing and laying plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 40 (forty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing and laying Plain cement concrete PCC Grade M-15 (Fifteen) i.e. CC 1:2.5:5 ( one isto two point five isto five) in substructure height upto 5m (five meters) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Eight hundred two, eight hundred four, eight hundred five, eight hundred six, eight hundred seven, one thousand two hundred two and ond thousand two hundred four) and as per MORD specification including carriage of all labour, equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying plain cement concrete Grade M- 10 (Ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crushed hard stone aggregate 40mm ( forty millimetre) nominal size) mechanically mixed, vibrated and curing complete in open foundations including form work as per drawings and MORDTechnical Specifications Clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing and laying cement concrete M30 grade i.e. 1:1:2 (one cement isto one sand isto two graded crushed hard stone aggregate 20mm (twenty millimetre) nominal size) mechanically mixed, vibrated and curing complete including reinforcement as per drawings and Technical Specification Clauses 800 and 1206.3 including carriage of all labour, equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges. Height upto 5.00 meters.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1:20 (One verticle isto twenty horizontal) towards drawing face complete as per drawing and MORD technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four point three point seven) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing and installing of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, (seventy milimetres) complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. as per drawing and technical specificaton.

Construction of precast RCC railing of M30 (thirty) Grade, aggregate size not exceeding 12 mm, (twelve milimeters) true to line and grade, tolurence of vertical RCC post not to exceed 1(one) in 500, (five hundred) centre to centre spacing between vertical post not to exceed 2000 mm, (two thousand milimetres) leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

Providing and laying Cement concrete wearing coat, M-30 (thirty) grade including reinforcement complete as per drawing and Technical Specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

Supplying, fitting and placing HYSD / TMT bar reinforcement (Fe 415) in Sub-structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 and 1202 including cost of wire, cost for cutting, binding and sand strengthening of bars and placing in position complete as per the direction of the Engineer-in Charge including carriage of materials through all modes of transportation within all leads and lifts of materials and other incidentals.

Providing and fixing Drainage Spouts complete as per drawing and Technical specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

PCC M15 (fifteen) Grade leveling course below approach slab complete as per drawing and Technical specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

PCC M15 (fifteen) Grade leveling course below approach slab complete as per drawing and Technical specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

Providing & fixing 20 mm (twenty milimetres) thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

Providing and filling joint sealing compound as per drawings and MORTH technical specifications 2605 with coarse sand and 6 (six) per cent bitumen by weight and as directed by the Engineer-in-Charge including carriage of materials with in all lead and lifts and other incidentals.

Backfilling of Granular material behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per drawings and MORD technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) , including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Providing and applying 2 (two) coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 (one) litre for 2 (two) Square metres including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub grade to be paid for separately depending upon the classification of soil completed as per HPPWD specification and as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub-grade completed as per HPPWD specification and as per MORD specification and as per direction of Engineer in charge including carriage of all labour equipments and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Providing, laying, spreading and compacting stone aggregates of specific sizes 90m to 45mm (ninety millimetre to forty five millimetre ) grading-I 100mm( hundred millimetre)consolidated thick to water bound macadam specification including spreading in uniform thickness, using template, hand packing, rolling with three wheel 80-100 kN (eighty to hundred) static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size13.2mm(thriteen point two millimetre) nominal size at the rate 0.27 cum (zero point twenty seven cubic metre) and binding materials at the rate 0.08 cum (zero point zero six cubic metre) per 10 square merte (ten) and to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per MORD Technical Specification Clause 405 by mechanical means as per direction of Engineer-in-Charge including carriage of material through all modes of trasportation within all leads and lifts and other incidentials.

Providing and laying Plain Cement Concrete nominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominal size) Mechanically mixed and vibrated in / under water and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidental charges.

Random rubble stone masonry In cement mortar 1:3 ( one cement isto three sand) complete as per drawing & MORD technical specification Clauses 702, 704, 1202 and 1204 ( seven zero two, seven zero four, one two zero two and one two zero four ) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges

Providing and laying ( to level or slope) reinforced cement concrete pipe NP2- 900 mm (nine hundred milimeter) diameter for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement isto two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets as per technical specification clause 1108(one thousand one hundred eight), or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Baljeet Singh Thakur

Nishant Rattan

YOG RAJ SHARMA

Deepak Sharma

Vinay Thakur

Satish Thakur

Akshay Kumar

Sh. Bhupinder Singh Badi S/o Sh. Kishan Singh