C/O Link Road Haripurdhar to Pab-Bandli, Kharkadhar, Nanva GP Bhawai Km. 0/0 to 9/265

Amount

Excavation in earth work in in hilly area all height and depths and in all kinds of soils including saturated soil comprising of mixed soil oridinary rock and hard rock. All works road rock cutting by blasting shall be carried out by taking all necessary precutions against soil erosion damage to hill side water pollution etc, and to protect stability of hill side.Rock shall be excavated with chieseling and wedging out rock( where blasting is prohibited).All earth work in cutting/ excavation, including rock excavation shall be carried out true to lines grades sides slopes,width, camber,super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge in confirmity with the requirement of technical specification for Rural road August 2004 and clause 16.2 of general conditions for contract to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unserviceable cut material and specificed manner,including arrangement of dumping site trimming,filling of unvenness blindage and finishing of the road to specified diamensions including disposal of surplus materials with all leads, and lifts at the locatuion specified in the tender document or as directed by the Engineer-in-Charge for smooth riding.The recovery for stones where useful or not i.e. 112.50(One hundred twelve point fifty)cubic metre @ 170/- (Rs. one hundred Seventy)only per cubic metre shall be effected on pro-rata basis.Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor,which shall have to be duly compensated by him at his on cost in all cases including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Excatation in soil in hilly area in all depths using manual means as per drawing and technical specification ministry of Rural Development for rural roads August 2004 (Two thousands four) clause 305.1 (three hundred five point one) including setting out, coustruction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and bottom and back filling in trenches with excavated suitable materials and stacking of materials useful for construction at suitable sites and safe dispoal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places in specified manner, systematically with level consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Engineer-in-charge. any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Earth work in excavation for structures in all depths as per drawing and Technical specification of Ministery of Rural Development for rural roads August 2004 (Two thousand four) C-305-1(Clause-three hundred five point one) including setting out construction of shoring and bracing, removal of stumps and other deleterious materials including dressing of sides and botttom and back filling in tranches with excavated suitable materials all work of rock cutting by blasting shall be carried out by taking all necessry precaution against soil erosion damages to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiesling and wedging out rock (where blasting is prohibited) all earth work in cutting.excavation including rock excavation shall be carried out true to lines grades,side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials by all modes of transportations in all leads and lifts at specified places, in specified manner systemathically with due consideration to avoiding adverse effects on environment, trimming filling of unevenness blind age and finishing of the road to specified dimension to the entire satisfaction as directedby the Engineer-in-charge. If the foundatioin of the structure is in an area with stangnat water or water is met with in the excavation due to spring seepage rain and other courses it shall be remove by suitable diversion boilingout or pumping as directed and the area of foudation or embankment shall be kept dry any loss to the public or private property during the course of excavation shall be the sole 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 concerete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203,(1:6:12 , 40 mm nominal size)as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in charge.

Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 PCC.Grade-M-10 nominal mix 1:3:6 ( one cement : three sand: six graded stone aggregates including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing and laying concrete for plain/reinforced concerete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203,(1:4:8 , 40 mm nominal size)as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in charge.

Providing and laying reinforced cement concrete pipe NP2 900mm dia ( Nine hundred milimetre) dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 ( One cement is to two sand) but excluding excavation protection works backfilling concrete and masonry woks in head walls and parapets as per clause 1108 Including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

20mm Flagged stone flooring laid in Cement mortar 1:5 (One Cement is to Five Sand )including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire specification and direction of Engineer-in-charge

Back filling behind abutment, Wing wall &Return wall complete as per drawing and technical sepecification clause 1204.3.8 including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutmen,t wing wall return wall with 100mm dia PVC pipe extending throught the full width of the structure with slopes of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in charge.

Preparation of sub grade by dressing to camber ( earth work) for the cutting involved or sub-grade to be paid for seperately depending upon the classification of soil completed as per HP.PWD Specification1including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Consolidating of sub-grade with road roller including making good the undulationetc. with earth or quarry soil etc. and rerolling the sub-grade completed as per HPPWD specifications1including haulaging/ carriage of all labours, equipments and materials to various locations through all mode of transportations in all leads, lifts to the entire satisfaction and direction of the Engineer- in - Charge.

Stone soling properly hand packed filling interstices with Kharanja stone and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD Specifications 100mm (One hundred milimeter) spread thickness and hauling/ carriage of all labour equipments and materials to various locations through all modes of transportations in all leads and lifts to the entire satisfaction as per direction of Engineer- in-Charge

JAGMOHAN CHAUHAN