Construction of link road from Anji to nichli anji in GP Chhausha km 0/0 to 3/500 under MMSY

Earthwork in excavation for all type of road structures such as retaining wall, breast wall, culvert, drain and parapets etc. in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiesling / wedging out rocks (where blasting is prohibeted). Dimesions and other particulars as per drawing and Technical Specification Clause 305.1(Three hundred Five point One) including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and its disposal including dressing of sides and bottom and backfilling in trenches with excavated suitable material, trimming, filling of unevenness blindages and finishing of the road to specified dimensions. All work of excavation by blasting shall be carried out by taking all necessary precautions against soil erosions, damage to hill side, water pollutions etc., and to protect stability of hill side rock. Stacking of materials useful for construction at suitable sites and safe disposal of unserviceable excavated materials in specified manners to dumping site (to be arranged by the contractor) or as directed by the Engineer-in-Charge. Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Providing and laying Plain Cement Concrete nominal mix 1:6:12 (one cement isto six sand isto twelve graded stone aggregate 40mm (fourty milimeters) nominal size) Mechanically mixed, vibrated and curing complete in open foundations and plinths for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidental charges.

Providing and laying plain cement concrete Grade M- 10 (Ten) nominal mix 1:3:6 (one cement isto three sand isto six graded crushed hard stone aggregate 25mm (twenty five millimetre) nominal size) mechanically mixed, vibrated and curing complete in open foundations including form work as per drawings and MORDTechnical Specifications Clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing P.C.C. grade M 20 (twenty) Nominal mix (1:2:4) (one isto two isto four graded stone aggregate 20mm nominal size) Hand Mix for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) and curing complete including the cost of form work and as per direction of Engineer in Charge and as per MORD specification including carriage of all labour equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Providing and laying mechanically mixed and vibrated Reinforced Cement Concrete work in super-structure grade M-25 (M-Twenty five) design mix with cement contents not less than 400 Kgs(Four hundred kilogram) per cubic metre with 20mm(Twenty milimetres) nominal size graded crushed stone aggregate as per drawing and M.O.R.D. technical specification section 800, 900 and 1400 including the cost of form work and curing complete but excluding the cost of reinforcement for reinforced concrete work in deck slab including hauling of materials in all kind of leads, lifts and other incidental as per the entire satisfaction and direction of Enginee-In-Charge. The rate is including octroi, royality, Malkhana, toll tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete Grade-M-30 (M-Thirty) designed mix with cement contents not less than 430 kgs. (four hundred thirty kilograms) per cubic meter with 20mm (twenty millimeter) nominal size graded crushed stone aggregate in Wearing Coat including cost of reinforcement for reinforced concrete work form work and curing complete in culverts, as per drawing and MORD technical specification section 800, 900, 1000 and 1400 and as per the direction and entire satisfaction of Engineer-In-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkhana, Octroi, GST, toll tax and any other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated plain cement concrete grade M-15 (M-Fifteen) nominal mix 1:2½:5 (One cement isto Two and half sand isto five graded crushed stone aggregate 40mm (Forty millimetres) nominal size) on ground or under water and curing complete including pumping or bailing out water complete for all heights/depths including cost of form work in craddle bedding Type- A as per drawing and MORD technical specification section 800, 900 and 1100 including carriage of materials with in all leads, lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge. The rate is including octroi, royality, Malkhana, toll tax, GST or other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement (Fe-500) in superstructure complete as per drawing and M.O.R.D. technical specifications section 1000 and 1200 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire as per the directions of the Engineer-In-Charge including carriage of materials within all leads, lifts and other incidental . The rate is including octroi, royality, Malkhana, toll tax, GST and any other taxes imposed by the Government.

Providing weep holes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia PVC pipe extending through the full width of the structure with slope of 1:20 (One verticle isto twenty horizontal) towards drawing face complete as per drawing and technical specification clause 614, 709, 1204.3.7(six hundred fourteen, seven hundred nine, one thousand two hundred four point three point seven) or as directed by the Engineer-in-Charge including carriage of materials with in all lead and lift and other incidentals.

Backfilling behind abutment, wing wall and return wall, breast walls, retaining walls and parapets up to all heights, depths and levels complete as per HP.PWD. Specification clause 1204.3.8 (one thousand two hundred four point three point eight) Granular material, including carriage of all labour equipment and material to various locations through all modes of transportation in all lead and lift and all incidental charges.