C O link road from Loran to village Sarli Km 2 510 to 6 660 Under NABARD

Amount

Excavation in soil in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever require, setting out to the required lines, grades, side slopes, width, camber,super elevation trimming bottom and level as shown on the drawings or as directed by Engineer-in- charge at site according to the technical specifications clause 1603.1 and 1603.2 and sorting out useful/un-useful materials and stacking the same in all leads and lifts and transportation of the useful materials for filling in road ways, embankments for grade improvements and leveling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load, animal load or mechanical means along with its leveling and fine dressing and including all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means ( if any required).Recovery for useful stone of 2593.36 cubic metre@ Rs.300/- per cum.(Rupees Three hundred per cubic metre) amounting to Rs.778008/- only , which shall be done on prorata basis for the quantity of cutting in earth work effected. Any loss to the public and private 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 respects.

Excavation in soil in hilly area in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, blasting work both in soft and hard rock with chiseling/wedging out of rock( where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required setting out to the required lines, grades, side slopes ,width, camber,super elevation and levels as shown on the drawings as directed by Engineer-in- charge at site according to technical specifications clause 1603.1 and 1603.2 and sorting out useful/un-useful materials and stacking the same in all leads and lifts and transportation of the unuseful materials for filling in road ways, embankments for grade improvement and leveling to the required grade and then disposing of surplus excavated earth in acquired width of roads or on approved dumping sites through all modes of transportation including head load animal load or mechanical means along with its leveling, fine dressing and including all labour, machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by all means ( if any required). Any loss to the public and private 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 respect.

Earth work in excavation for structures in all heights and depths in all kinds of soil including saturated soil comprising of pick, jumper, & blasting work both in soft and hard rock with chiseling / wedging out of rock( where blasting is prohibited) and their intermediate classification of soil. If water is met due to stream flow, seepage, rain and other causes it shall be removed by suitable diversion, pumping and bailing out and dewaterting the excavation shall be kept dry wherever so required by the contractor at his own cost , including dressing of slopes and beds setting out conforming to required lines, grades , side slopes as shown in the drawing and as per direction of Engineer-in-charge and transportation of surplus soil after backfilling to road way and then disposing of surplus excavated earth in acquired width of road or on approved dumping sites including its stacking, leveling and dressing in all leads and lifts through all modes of transportation including head load, animal load or mechanical means or other incidentals to complete the work as per drawings and technical specifications clause 305. All useful materials, such as stones shingles, aggregate and slates shall be sorted out and stacked along road sides to the maximum possible extent in all leads and lifts through all modes of transportation. Any loss to the public and private property during the course of execution or disposal of serviceable and un-serviceable materials shall be absolute responsibility of the contractor, shall have to be duly compensated by him in all respects.

Providing and laying concrete for plain concrete in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203 in cement concrete 1:6:12 (One cement : Six sand : Twelve graded crushed stone aggregate 40mm (Forty millimetre ) nominal size and curing complete including cost of form work complete including hauling/ carriage of materials, labour and equipments to various locations through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Providing and laying concrete for plain concrete mechanically mixed and vibrated in open foundations complete as per drawings and technical specifications clause 802, 803,1202 and 1203 PCC grade M-10 (M-Ten) using graded crushed stone aggregate 40mm (Forty millimetre) nominal size and curing complete including cost of form work including hauling/ carriage of materials, labour and equipments to various location through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Providing and laying reinforcement concrete mechanically mixed and vibrated In super structure as per drawing and technical specification clause 800 ,1401 RCC grade M-25 (M-Twenty five ) nominal size and curing complete including cost of form work complete including hauling/ carriage of materials, labour and equipments to various locations through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Providing and laying reinforcement concrete mechanically mixed and vibrated wearing course as per drawing and technical specification clause 800 and 1404.2.2 RCC grade M-30 (M-Thirty ) nominal size and curing complete including cost of form work and reinforcement. including hauling/ carriage of materials, labour and equipments to various location through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Providing and laying cement concrete 1:4:8{ (One cement : Four Sand : Eight graded stone aggregate 25mm(Twenty five millimetre) nominal size)and curring complete including cost of form work for plain/ reinforced concrete in open foundations complete as per drawing and technical specification clause 802,803,1202 and 1203, including hauling/ carriage of materials, labour and equipments to various location through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Random rubble stone masonry in cement mortar 1:6 (One cement : Six sand) for sub structure complete as per drawing and technical specification clause 702,704,1202 and 1206 including hauling/ carriage of materials, labour and equipments to various locations through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Coursed rubble stone masonry (Second sort) in cement mortar 1:5 (One cement :Five sand ) for sub structure complete as per drawing and technical specification clause 702,704,1202 and 1206 including hauling/ carriage of materials, labour and equipments to various locations through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. as per drawing and technical specification clause 704.6, 1302.5, 1604 and including scaffolding etc. complete in all respects including hauling/ carriage of materials, labour and equipments to various locations through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Back filling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1206.3 with granular material including hauling/ carriage of materials, labour and equipments to various locations through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Providing and laying of boulder apron laid in wire crates with 4mm (Four millimetre ) dia GI wire confirming to IS: 280 and IS: 4826 in 100mmx 100mm (One hundred millimetre x One hundred millimetre ) mesh (woven diagonally ) including 10(Ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg.(Twenty five kilogramme ) each as per drawing and technical specifications clause 1301 complete in all respects including hauling/ carriage of materials, labour and equipments to various locations through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Providing and laying reinforced cement concrete pipe NP3 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 work, back filling, concrete and masonry work in head walls and parapets as per technical specification clause 1101 with pipe of 900mm (Nine hundred millimetre ) dia complete in all respects including hauling/ carriage of materials, labour and equipments to various locations through all modes of transportation within all leads and lifts of materials as per direction of Engineer-in- charge.

Providing and laying dry rubble flooring complete as per drawing and technical specification clause 1303.3 complete in all respect including hauling/ carriage of materials, labour and equipments to various locations through all modes of transportation within all leads and lifts of materials and as per direction of Engineer-in- charge.

Supplying, fitting and placing HYSD bar reinforcement in super structure including binding wire complete as per drawing and technical specifications clause1001 upto any height complete in all respect within all leads and lift of materials and as per direction of Engineer-in- charge.

Construction of RCC railing M-25(M- twenty five) grade cast in situ with 20 mm(twenty millimetre ) nominal size stone aggregate, true to lines and grades, tolerance of vertical railing post not exceed in 1 in 500 centre to centre spacing between vertical post not to exceed 2000 mm(two thousand millimetre) as per drawing and technical specification clause 1404.3.3 complete as per drawing and technical specifications upto any height complete in all respects within all leads and lifts of materials and as per direction of Engineer-in- charge.

Providing and fixing drainage spouts complete as per drawing and technical specification clause 1404.5 in all respect within all leads and lift of materials and as per direction of Engineer-in- charge.

Providing and fixing in position 20 mm (twenty millimetre) thick premoulded joint filler in expension joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specification upto any height complete in all respect within all leads and lift of materials and as per direction of Engineer-in- charge.

Providing and laying filter media with granular crushed aggregate as per specification to a thickness of not less than 600 mm (six hundred millimetre) with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, revetment wall upto any hight compacted to firm condition complete as per drawing and technical specification clause1206.3 including hauling / carriage of all labour equipment and materials to various location through all modes of transpotation within in all respect within all leads and lift of materials and as per direction of Engineer-in- charge.

Construction of unlined surface drains of average cross sectional area 0.40(Zero point forty ) square metre in all kinds of soil to specified lines, grades, levels and dimensions, useful excavated material to be used in embankment at site as per approved design and technical specification clause 307 by machanical means. within all leads & lifts of materials and as per direction of Engineer-in- charge.

Ashadeep Construction Pvt Ltd

Rishi Rajan

CHAMAN LAL

Avinash Dhiman