Construction of link road from Pharal Chachian to Village Narial actual Name construction of link road to Village Narial Panola to Village Chachian to connect Harnota Banoli road km. 0/0 to 2/500 including bridge over Banoli khad

Amount

Earth work in excavation for structures of bridge work in all heights and depths in all kinds of soil including saturated soil, comprising of mixed soil, ordinary rock and hard rock as per drawing and technical specifications 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 material in compacted layers not exceeding fifteen centimetre thickness. All work of rock cutting by blastinging shall be carried out by taking all necessary precaution against soil erosion damage to hill side water pollution etcetera and to protect stability of hill slop, 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 level, side slopes, width, 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, including carriage of materials with in all leads and lifts and other incidentals as directed by the Engineer-in-Charge as per MORTH technical specification clause 304. 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 and other causes it shall be removed by suitable diversion bailing out or pumping as directed and the area of the foundation shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.

Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundation for all type of structure complete of plain cement concrete grade M-10 (M-ten) nominal mix 1: 3: 6 ( one cement: three sand : six graded crushed stone aggregate 40mm (forty millimeters) nominal size in or under water and curing complete and including pumping or bailing out water, dewatering, removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths including the cost of form work complete in all respect as per drawing and M.O.R.T.H. technical specification clause 2100 as per direction of Engineer-In-Charge . The rate including octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government and including carriage of materials within all leads and lifts and other incidental. The rate includes octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government. .

Providing and laying mechanically mixed and vibrated reinforced cement concrete in sub structure in open foundation Grade M-20 (M-Twenty ) designed mix with cement contents not less than 250kg (Twe hundred fifty kilogrammes) per cubic metres with 20mm (Twenty millimeters) nominal size crushed/broken stone aggregate in abutments, return walls (in sub structure) as per drawings and MORTH technical specification clause 1500, 1700 and 2200 and curing complete including cost of form work but excluding cost of reinforcement including hauling of materials in all leads and lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge. The rate including of octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated concrete for reinforced concrete in sub structure for all types of structure of cement concrete grade M-25 (M-twenty five) designed mix with cement contents not less than 403kg (four hundred three kilogramme) per cubic meter with 20mm (twenty milimeters) aggregate in or under water including curing complete, pumping or bailing out water, dewatering and removal of slush as required at site which may arise at the time of laying under water complete for all height/ depths including cost of form work in bed block and dirt wall, piers caps etcetera as per drawings and MORTH technical specifications section 1500,1700,2200 and asper the directions of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental and to the entire satisfaction of the Engineer-in-Charge. The rate also includes octroi,royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred milimeter) dia A.C. pipe extending through the full width of the structures with slope of 1(v):20(H) {one vertical and twenty horizontal) towards draining face complete as per drawing and MORTH technical specification clause 2706 and as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental. The rate also includes of octroi,royality, Malkana, toll tax,GST, sale tax or other taxes imposed by the Government.

Back filling with granular material behind abutments, wing walls, return walls and retaining walls complete as per drawing and MORTH technical specifications clause 710.1.4 of IRC 78 and as per direction of Engineer – in- Charge including carriage of materials within all leads and lifts and other incidental. The rate including octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Supplying fitting and placing in position true to line and level POT-PTFC bracing construction of a metal supplied by a dic or reinforced abutment confirmed within a metal cylinder complete as per MORTH specifications including all accessories as per drawing and including carriage of materials within all leads , lifts and other incidental. The rate including octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Furnishing and placing mechanically mixed and vibrated reinforced cement concrete in super structure using transit mixer as per drawing and M.O.R.D. technical specification section 800,1205.4 and 1205.5 R.C.C. Grade M-25 (M-twenty five) 1:1½:3 (One cement : one and half sand : three graded stone aggregate designed mix with cement contents not less than 400 kg. four hundred fifty kilogrammes) per cubic metre with 20mm ( twenty millimeter) nominal size graded crushed stone aggregate and curing complete including cost of form work but excluding the cost of reinforcement for reinforced concrete work in deck slab etcetera. as per the direction and entire satisfactions of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated reinforced cement concrete grade M-30 (M-Thirty) mix designed having minimum cement contents of 380 Kgs (Three hundred eighty kilogram) per cubic meter with 20mm (Twenty millimetres) nominal size crushed/broken stone aggregate and curing complete in wearing coat including cost of form work and reinforcement as per drawing and M.O.R.T.H. techinical specification clause 2702 and as per direction of Engineer-in-Charge, including carriage of materials within all leads and lifts and other incidental. The rate including of octroi, royality, Malkana, toll tax, GST, sale tax 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 minimum cement contents of 380 Kg (Three hundred eighty kilograms) per cubic metre with 20mm (Twenty millimetres) broken/crushed stone aggregate in super-structure as per drawings and M.O.R.T.H. technical specifications clause 1500,1600,1700 and 2704 including the cost of form work and reinforcement for reinforced concrete work in approach slab and curing complete including hauling of materials in all leads and lifts and other incidental, as per the entire satisfaction and directions of Engineer-in-Charge. The rate including of octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and M.O.R.T.H. technical specifications section 1600 and 2200 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire upto any floor level as per the directions of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Supplying fitting and placing HYSD bar reinforcement in super structure complete as per drawing and M.O.R.T.H. technical specifications clause 1600 including cutting, bending, binding and placing in position complete in all respect including cost of binding wire upto any floor level as per the directions of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rates including octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Providing and fixing drainage spout with 100mm (one hundred milimeters) dia meter galvanized Mild steel down pipe, corrosion resistant structural steel grating complete as per approved drawing and MORTH technical specifications clause 2705 and as per the entire satisfaction/ direction of Engineer-in-Charge, including carriage of materials within all leads and lifts and other incidental. The rate also includes of octroi,royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Providing and laying burried expansion joint, expansion gap, being 20mm (twenty milimetres) covered with 12mm (twelve milimetres) thick, 200mm (two hundred milimetres) wide galvanised weldable structural steel plate as per IS:2062 placed symmetrically to centre line of the joint, resting freely over the top surface of the Deck concrete, welded of 8mm (eight milimetres) dia 100mm (one hundred milimetres) long galvanised nails spaced 300mm (three hundred milimetres) centre to centre along the centre line of plate,all as specified as per M.O.R.T.H. specification 2604 as per direction and entire satisfaction of Engineer-in- Charge including carriage of materials within all leads , lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Providing and filling joint sealing compound complete as per drawings and M.O.R.T.H. technical specifications clause 2605 with coarse sand and 6% (six percent) bitumen by weight, including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidential. The rate including octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Providing and fixing in position 20mm (Twenty milimetres) thick premoulded joint filler in expansion joint to cater for a horizontal movement upto 20mm (twenty milimetres) covered with sealent complete as per drawing and technical specification section 2600 and as per the entire satisfaction/ direction of Engineer-in-Charge, including carriage of materials within all leads and lifts and other incidental. The rate also includes of octroi,royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

Construction of precast reinforced cement concrete mechanically mixed and vibrated railing of M-30 (Thirty) Grade, aggregate size not exceeding 12mm (Twelve milimetres) true to line and grade, tolerance of vertical reinforced cement concrete post not to exceed 1 in 500 (One in five hundred), centre to centre spacing between vertical post not to exceed 2000mm (Two thousand milimetres) leaving adequate space between vertical post for expansion complete as per approved drawing and M.O.R.T.H. technical specifications section 1500,1600,1700 and 2703 as per the directions of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.

High tensile steel wires/strands including all accesspories for stressing operations and grouting complete as per drawing and technical specifications, as per the directions of the Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental . The rate including octroi, royality, Malkana, toll tax, GST, sale tax or other taxes imposed by the Government.