A/R and M/O Renuka Sataun Road km. 0/00 to 13/450

Amount

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 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.

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 as per the 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 . including all leads, lifts and carriage of materials as per the entire satisfaction of the Engineer-in Charge.

Construction of granular Sub base by Providing well graded material, spreading in uniform layers with Tractor mount grader on prepared surface, mixing by mix in place method with rotovator at OMC, and compacting with three wheel 80-100 KN static roller capacity to achieve the desired density, complete as per technical Specification clause 402 including all leads, lifts and carriage of materials as per the entire satisfaction of the Engineer-in Charge.

Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm NTC make or ISI equivalent as per drawing and technical specification clause 1504. including all leads, lifts and carriage of materials as per the entire satisfaction of the 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 RCC.Grade-M-20 nominal mix 1:2:4 ( one cement : two sand: four graded stone aggregates. including all leads, lifts and carriage of materials as per the entire satisfaction of the Engineer-in Charge.

Supplying , fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specification clause 1000 and1202 including all leads, lifts and carriage of materials as per the entire satisfaction of the Engineer-in Charge.

Ramesh Chand

Inder Singh

Babu ram

DALIP SINGH CONTRUCTOR

RAJENDER PARKASH

BHARAT BHUSHAN

DINESH KUMAR GUPTA