Construction of Bridge on road from Jannagaram to Lothoree of Jannaram (M) in Mancherial District

C/o Bridge 2V 10.76 M

Earthwork excavation by mechnical meansfor structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaed suitable material as per Technical Specification 305 MORD / 304 MORTH

Providing Plain/reinforced Cement Concrete (1:3:6) mix M10 Grade using 40mm (SS5) size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost and conveyance of all materials to site like cement, fine aggregate , and labour charges for centering, machine mixing, laying concrete in position, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., as per technical specification MoRT&H 1500, 1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORDas directed by the Engineer-in-Charge complete for finished item of work for levelling course.

Vibrated plain / reinforced cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site, and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., as per technical specification MoRT&H 1500,1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORD complete for finished item of work for footings of Abutments, Piers, Wing walls and Raft foundations

Vibrated plain / reinforced cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site, and all labour charges for machine mixing,laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., as per technical specification MoRT&H 1500,1700, 2100 (4th Revision), and 802, 803, 1202 and 1203 MORD complete for finished item of work for sub-structure of body walls, parpet walls, Abutments, Piers and Wing Walls

Vibrated reinforced cement concrete M25grade using 20mm & 10mm HBG crushed, stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MORT&H specification 1500,1600,1700 & 2702 and as directed by the Engineer-in-Charge For Bed block

Vibrated reinforced cement concrete M25 grade using 20mm & 10mm HBG crushed, stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MORT&H specification 1500,1600,1700 & 2702 and as directed by the Engineer-in-Charge For Deck Slab

Plain cement concrete (1:2.5:5) using 40mm,20mm and 10mm size HBGcrushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost and conveyance of all materials to site, excl seigniorage charges and all labour charges for machine mixing, laying concrete in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MORT&H Specification 1500, 1700, 2100 and 2700 (4th Revision) and 800 and 1211 MORD complete for finished item of work for Levelling course below approach slab.

Vibrated reinforced cement concrete M30 grade using 20mm & 10mm HBG crushed, stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MORT&H specification 1500,1600,1700 & 2702 and as directed by the Engineer-in-Charge For Approach slab

Vibrated reinforced cement concrete M30 grade using 20mm & 10mm HBG crushed, stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per MORT&H specification 1500,1600,1700 & 2702 and as directed by the Engineer-in-Charge For wearing coat over Deck Slab

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars upto 36mm 80 diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per technical specification MORT&H 1600 & 2200 (4th revision) and 1002, 1005, 1010, 1202 MORD and as per I.S.1786 of 1985 complete for finished item of work for Foundation. B-Catagory

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars upto 36mm 80 diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per technical specification MORT&H 1600 & 2200 (4th revision) and 1002, 1005, 1010, 1202 MORD and as per I.S.1786 of 1985 complete for finished item of work for sub structure B-Catagory.

Providing HYSD bars (Fe-500) of different diameters, wrought and put up bars upto 36mm 80 diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per technical specification MORT&H 1600 & 2200 (4th revision) and 1002, 1005, 1010, 1202 MORD and as per I.S.1786 of 1985 complete for finished item of work for Super structure. B-Catagory

Providing weep holes in plain / reinforced concrete Abutments, Return walls and wing walls with 110mm Diameter PVC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the PVC pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., as per technical specification MoRT&H 2706 & 2200 (4th Revision), 614, 709, 1204.3.7 MORD complete for finished item of work for weep holes.

Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50% of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MORT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal seignorage charges, and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.4 of IRC:78 and Clause 2200 of MORT&H (4th Revision) and 1204.3.8 MORD complete for finished item of work.

Back filling behind Abutments, wing wall and return wall complete as per drawings and technical specifications of IRC 78 &2200 MoRTH and as directed by Engineer in charge including overhaead charges and contractor profit But seignoriage charge.

Providing and fixing in position 25 mm thick mastic pad in expansion joint 650 mm deep for fixed ends of simply supported spans, covered with sealant including cost and conveyance of all material to site and labour charges as per drawing and technical specifications 1207.2 MORD / 2600 MORTH complete for finished item of work.

Embankment Carted earth:Forming embankment with approved material obtained from borrowpits with a lead upto 1000 meters useful from outside road boundary by mechanical means upto SDR with all leads and lifts, including pre-watering of soil at borrow area, removal of top soil, excavation and conveyance of soils and depositing the soil on the embankment, spreading, breaking clods, sectioning, grading and consilodation with vibratory roller at OMC to meet the requirement of table 300-2 of MoRT&H and table 300.1 and 300.2, of MORD including all hire and operational charges of T&P and, as per MoRT&H specification 305 (4th revision) 301.5 of MORD complete for finished item of work. (Payment will be made based on level for finished item of work).

RUPEES SEVENTY FIVE LAKHS FIFTY EIGHT THOUSAND NINE HUNDRED AND NINETEEN ONLY