C/O link road to village Koti km. 0/00 to 2/00(SH C/O RCC Hume Pipe Culvert 900M Dia at RD. 0/195,0/240,0/525 and 0/670 .C/O R/Wall at RD. 0/270 to 0/285, C/O B/Wall 0/585 to 0/615 and Khanja Soling from km. 0/00 to 1/00). Under BASP

Amount

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 plain cement concrete 1:6:12 (One cement is to six sand is to twelve graded hard crushed stone aggregate nominal mix) mechanically mixed and vuberated in foudationor similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work 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

Providing and laying plain cement concrete 1:4:8 (One cement is to four sand is to eight graded hard crushed stone aggregate mechanically mixed and vuberated in foudationor similar works complete works complete as per drawings and technical specification of ministery of rural Development for rural road August 2004(Two thousand four) clause 802-803, 1202 and 1203 (eight hundred two, Eight hundred three , One thousand two hundred two and one thousnad two hundred three) and curing complete including cost of form work 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

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 reinforced cement concrete pipe NP2 for,culverts on first class bedding of granular material in signle row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonry works in head walls and parapets clause 1108. RCC hume pipe NP2 900mm dia . including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

20 mm flagged stone flooring laid in Cement motar 1:5 (1 cement : 5 Sand ) including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Back filling behind abutment, Wing wall &Return wall complete as per drawing and technical sepecification clause 1204.3.8.including all leads,lifts and carriage of materials 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 slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 . including all leads,lifts and carriage of materials complete as per entire satisfaction of the 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

netar Singh Sharma