C/o Solan Meenus road Km2/0 to 9/300

Amount

Earth work in excavation for structures in all depths as per drawings and technical specification as per clause 305.1(three hundred five point one)of MORD specifications 300(three hundred)including setting out construction of shoring and tacing removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and weding out rock (where blasting is prohibited). All earth work in excavation excluding rock excavation shall be carried out true to lines, grades, sides slopes, width, camber, super elevation and level as down on the drawings. Disposal of surfaceable cut materials in specified manner on dumping site through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete. 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 causes shall be removed by suitable diversion, bailing out or dewatrering and the area of the foundation or embankment shall be kept dry. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying concrete for plain/reinforced concretre in 1:6:12 (one cement:six sand:twelve graded crushed hard stone aggregate 20 mm nominal size millimeter nominal size) mechanical mixed, vibrated and curing complete including form work in open foundation as per drawing and technical specification of MORD 800 & 1200(Eight hundred and one thousand two hundred)clause 802, 803, 1202 and 1203(Eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) 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 concrete for plain./reinforced concrete in1:4:8 (1 cement :4 sand :8 graded stone aggregate 20 mm nomimal size mechanical mixed , vibarted and curing complete insopen foundations as per drawings and technical specifications clause 802, 803,1202 and 1203(eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred threcuring complete as per MORD specifications 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 concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifi-cations clause 802,803,1202,1203 plain cement concrete nominal mix 1:3:6(One cement :three sand: six graded stone aggregate 20 mm )nominal size and curing complete. as per H.P.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifi-cations clause 802,803,1202,1203 (Eight hundred two, eight hundred three, one thousand two hundred two and ond thousand two hundred three) plain cement concrete grade M-20 nominal mix 1:2:4(One cement :two sand: four graded stone aggregate 40 mm (forty millimeter)nominal size and curing complete. as per H.P.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. ( eight zero two, eight zero four, eight zero five, eight zero six,eight zero 5 to 10m ( five to ten meter ) height RCC Grade M-25(1:1.5:3) (One cement :one point five sand: three graded stone aggregate 20 mm (twenty millimeter)nominal size and curing complete. as per H.P.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.

Backfilling 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 technical specification clause 1204.3.8 (one thousand two hundred four point three point eight) Granular material, 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 laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm(six hundred millimeter) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 (one two zero four point threepoint eight) as per HP.PWD specification 1990 (One thousand Nine hundred Ninety) Volume-I, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred milimeter) dia PVC pipe extending through the full width of the structure with slope of 1 (V):120 (one hundred twenty) (H) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four pont three point seven) 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 rubble stone laid in cement mortar 1:3 ( one cement isto three sand ) flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 ( one thre zero three) 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.

ROHAN BHANDARI

Kapil Dev