Construction of Kataula Bodandhar Kundakh Tihri Kalang Patons road Km 0/0 to 16/750 Under NABARD RIDF-XXIII

Amount

Excavation in soil in hilly areas 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), 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 and as directed by Engineer-in-Charge at site according to technical specifications clause 1603.1 & 1603.2, sorting out useful/ unuseful materials and stacking the same in all leads and lifts and transportation of useful materials for filling in roadways, embankments, for grade improvements and levelling 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 levelling, fine dressing and including all labour, machineries, materials, tools, equipments and safety measures and incidentals necessary to complete the work by all means ( if required). Recovery of useful stone of 10566.99 cum. @ 300/- per cubic metre amounting to Rs. 31,70,097/- only shall be done on prorata basis for the quantity of cutting in earth work affected. 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.

Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts 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 levels as shown on the drawings or as directed by the Engineer-in-Charge including hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness 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 within the excavation due to stream flow, seepage, rain and other causes, it shall be removed 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 concrete mechanically mixed and vibrated P.C.C. M-10 (ten) grade for plain concrete in open foundations and plinths or similar works complete as per drawings and technical specification clauses 1202, 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.

Providing and laying concrete Mechanically mixed and vibrated mix 1:5:10 (one cement: five sand: ten graded, crushed stone aggregate 40mm (forty 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 or as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying concrete mechanically mixed and vibrated nominal mix 1:6:12 (one cement: six sand: twelve graded, crushed stone aggregate 40mm (forty 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.

Coursed rubble stone masonary (second sort) in cement mortar 1:4 (one cement : four sand) for sub-structure complete as per drawing and technical specification clause 702, 704, 1202 & 1206 including curing and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Coursed rubble stone masonary (second sort) in cement mortar 1:6 (one cement : six sand) for sub-structure complete as per drawing and technical specification clause 702, 704, 1202 & 1206 including curing and carriage of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etcetera for sub structure and super structure complete as per drawing and technical specifications clauses 704.6 & 1604 complete including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling behind abutment wing wall and return wall complete as per drawing and technical specifications clause 1206.3 and 1604.7 with Granular material complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards draining face complete as per drawing and technical specifications clauses 614,709,1206.6 complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete 900mm diameter (Nine hundred millimetre) pipe NP3 as per design 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 excavations, protection works, back filling, concrete and masonry works in head walls and parapets as per drawings and technical specifications for Rural roads clause 1101 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Providing and laying flooring with rubble stone laid in cement mortar 1:5 (one cement: five sand) laid over cement concrete bedding and curing complete as per drawing and technical specifications clause 1303 including carriage of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Construction of parapets with mechanically mixed and vibrated cement concrete1:5:10 (one cement: five sand: ten graded, crushed stone aggregate 40mm (forty millimetre) nominal size) and curing complete including cost of earth work in all kinds of soil and cost of from work with steel plates complete as per drawing and technical specification clause 802, 803, 1202 and 1203 including carriage of material within all leads, lifts and other incidentals complete or as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of sub-grade and earthen shoulder with approved material obtained from borrow pits, transporting to site, spreading, grading to require slope and compacted to meet requirement of table 300.2 as per technical specifications clause 303.1 complete including carriage of material within all leads, lifts and other incidentals complete or as per the entire satisfaction and direction of 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 material, moorum or earth etcetera finished complete as per H.P.P.W.D. specification 150mm (one hundred fifty millimetre) spread thickness (finished work including material and labour) including carriage of material within all leads, lifts and other incidentals complete or as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of unlined surface drains by manual / mechanical means of average cross-sectional area 0.40 (zero point four zero) square metre in all kind of soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment within all leads, lifts as per technical specification clause 307 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.

Avinash Dhiman

MSC Roads and Bridges Private Limited

BHAGASIDH CONSTRUCTION and ENGINEERING PVT LTD

Ajmer Singh

Munish kumar sharma

Nveen Sharma