Construction of link road from Dev Ka More to Harijan Basti Bobri

Amount

Earth work in excavation for structures in all depths as per drawing and technical specification of Ministry of Rural Development for rural roads clouse- 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 bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by 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 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, systematically 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 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 causes it shall be remove by suitable diversion bailing out or pumping 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 excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his on cost in all cases.

Providing and laying Cement concrete 1:6:12 ( one cement : six sand : twelve graded stone aggregate forty millimeter nominal size)for plain/ reinforced concrete work in open foundation complete as per drawing and technical specification Clauses 802,803,1202& 1203 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 1:4:8 (One cement :four Sand: Eight graded stone aggregate 40mm (Forty milimeter) nominal size) in open foundation complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts or as directed by the Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete M-10 (Ten) grade nominal mix1:3:6 (One cement : three Sand:six graded stone aggregate10mm to 40mm (Ten milimeter to forty milimeter) nominal size) in open foundation complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts or as directed by the Engineer-in-Charge.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1;2 ( One cement : Two sand) but excluding excavation protection works backfilling concrete and masonry woks in head walls and parapets as per clause 1106. including all leads, lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing and laying cement concrete 1:5: 10 ( one cement : five sand: ten graded crushed stone aggregate forty milimetre nominal size) and curing complete including the cost of form work for plain / reinforced concrete in parapets and edge walls etc. complete as per drawing and HP.PWD. technical specifications.clauses 802,803,1202 and 1203 including all leads, lifts or as directed by the Engineer-in-Charge.

Providing weep holes in brick/stone masonry/plain/ reinforcement concrete work abutment, wing walls, return walls with 100 mm ( One hundred milimetre) dia AC pipe extending through the full width of the structure with slope of 1(v) : 20 (H) toward 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.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 with granular material.including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

DINESH KUMAR GUPTA

DK ENTERPRISE

sunder singh

DINESH KUMAR

KESHAV CHAUHAN