Construction of Majhwar Ghiula road km 0/0 to 5/480 under PMGSY Distt. Mandi H.P. Package No.HP-08-188.

Amount

Excavation in soil in Hilly area by all means in all kinds of soil such as pick work, jumper work, blasting work both in soft and hard rock with chiselling/wedging out rock (where blasting is prohibited) and other intermediate classification of soil including cutting and trimming of side slopes and disposal of unserviceable material by mechanical transport and stacking the serviceable/ useful material on road berms as per technical specification clause 1603.1, 1603.2 or directed by the Engineer-in-charge. The recovery of 928.31 cubic metre @ Rs. 300/- per cubic metre amounting to Rs. 2,78,493/- only, shall be done on prorata basis for the quantity of cutting in earth work effected. The work shall be executed in workman like manner and avoids any damages to the private/ Govt. property in the vicinity of work site, if damage access to any property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases.

Excavation in soil in Hilly area by all means in all kinds of soil such as pick work, jumper work, blasting work both in soft and hard rock with chiselling/wedging out rock (where blasting is prohibited) and other intermediate classification of soil including cutting and trimming of side slopes and disposal of unserviceable material by mechanical transport and stacking the serviceable/ useful material on road berms as per technical specification clause 1603.1, 1603.2 or directed by the Engineer-in-charge. The work shall be executed in workman like manner and avoids any damages to the private/ Govt. property in the vicinity of work site, if damage access to any property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all cases.

Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads August 2004 clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift 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 in specified manner filling of unevenness blind age and finishing of the road to specified dimension or as directed by the Enginer-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 own cost in all cases.

Providing and laying Plain cement concrete 1:5:10 (one cement : five sand : ten graded crushed stone aggregate) nominal mix in open foundation with crushed stone aggregate 40mm (Forty millimetre) nominal size mechanically mixed including cost of form work and curring complete as per drawing and technical specification clause 802,803,1202 & 1203 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated P.C.C. M-10 (ten) grade for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clauses 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including cost of binding wire carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Drainage spouts complete as per drawing and technical specification clause 1209 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of R.C.C Railing of M-25 Grade, Cast in situ with 20mm (Twenty millimetre) nominal size aggregate including form work and reinforcement complete true to the line and grade tolerance of vertical railing post not exceed 1 in 500 (One in five hundred) center to center spacing between vertical posts not to exceed 2000mm (Two thousand millimetre) as per drawing and technical specification clause No-800, 900 and 1208.3 including carriage of materials with in all leads, lifts and other incidentals or as per direction of Engineer in charge.

Providing and laying reinforced cement concrete in sub-structure including form work upto all height and curring complete as per drawings and technical specification clauses 800, 1205.4 and 1205.5 R.C.C. grade M-25 including carriage of materials with in all leads, lifts and other incidentals.

Providing weep holes in block masonry/ stone masonry/ plain reinforced concrete abutments wing wall, return wall with 100mm (one hundred millimetre) PVC pipe extending through the full width of the structure with slope of I (V) : 20 (H) towards drawing face complete as per drawing and technical specifications clause 614, 709, 1204.3.7 including carriage of materials with in all leads, lifts and other incidentals.

Back filling with granular material behind abutment, wing wall and return wall complete as per drawing and technical specifications 1204.3.8 complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying mechanically mixed and vibrated reinforced cement concrete of mix design to have characteristic strength M-30 (thirty) grade including form work and curing complete in super structure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.

Providing and laying cement concrete wearing coat M-30 (M-thirty) grade including reinforcement and form work complete as per drawing and technical specifications clauses 800, 1206.3 including carriage of materials with in all leads, lifts and other incidentals.

Providing and laying concrete Mechanically mixed and vibrated nominal mix 1:4:8 (one cement: four sand: eight graded, crushed stone aggregate 25mm (Twenty five millimetre) nominal size for plain /reinforced concrete in open foundations and plinths or similar works complete as per drawings and technical specification clause 802, 803, 1202 and 1203 and curing complete including the cost of form work and carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Pawan Kumar

Devinder Singh