| 1 | Peddapally to Kataram road from km 20/6 to 49/0 | Special specification | 39.00 | Sqm | 991.00 | 38649.00 |
| Providing 25.4 mm mastic pads for Longitudinal joints, Transversal expansion joints and Construction joints of approved quality including cost, conveyance and placing in position, etc., complete as directed by the Engineer-in-charge. |
| 2 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 2706 & 2200 (5th Revision) | 14.00 | Rm | 285.00 | 3990.00 |
| Providing Weep holes in VCC Abutment/ Wing wall/return wall with 100mm Diameter AC 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 A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per MoRT&H specification 2706 & 2200 (5th Revision) |
| 3 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 1600 &2200 (5th revision) | 17.83 | MT | 52845.00 | 942226.35 |
| Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,Shyam Steel & JSW as approved by Ministry of Steel) of different diameters, wrought and put up bars of all 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 MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for Tie Bars |
| 4 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 1600 &2200 (5th revision) | 16.40 | MT | 51350.00 | 842140.00 |
| Providing HYSD bars (Fe-500 From Primary Producers like TATA, SAIL, VSP,Shyam Steel & JSW as approved by Ministry of Steel) of different diameters, wrought and put up bars of all 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 MoRT&H specification 1600 &2200 (5th revision) and as per I.S.1786 of 1985 for Tie Bars |
| 5 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 1500,1600, 1700, 2702 (5th Revision) | 22.00 | Cum | 6100.00 | 134200.00 |
| Vibrated reinforced cement concrete M 30 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, (excluding seigniorage) 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 SBD specification 1500, 1600, 1700 & 2702 as directed by the Engineer-in-Charge for Wearing Coat over Deck Slab |
| 6 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 1500,1600, 1700, 2200 (5th Revision) | 113.00 | Cum | 5973.00 | 674949.00 |
| Vibrated Reinforced cement concrete M25 Grade Concrete using 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, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying 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 1500,1600, 1700, 2200 (5th Revision) for Deck Slabs |
| 7 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 1500,1600, 1700, 2200 (5th Revision) | 26.00 | Cum | 5475.00 | 142350.00 |
| Vibrated Reinforeced cement concrete M25 Grade Concrete using 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, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying 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 1500,1600, 1700, 2200 (5th Revision) for Bed Blocks & Backing Walls |
| 8 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 1500,1700, 2200 (5th Revision) | 682.00 | Cum | 5153.00 | 3514346.00 |
| Vibrated cement concrete M20 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, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying 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, 2200 (5th Revision) For Sub structure |
| 9 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 1500,1700, 2200 (5th Revision) | 226.00 | Cum | 4860.00 | 1098360.00 |
| Vibrated cement concrete M20 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, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying 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, 2200 (5th Revision) for Raft |
| 10 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 1500,1700, 2100 (5th Revision) | 61.00 | Cum | 4459.00 | 271999.00 |
| Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundations |
| 11 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 304(5th Revision) | 662.00 | Cum | 102.00 | 67524.00 |
| Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. |
| 12 | Peddapally to Kataram road from km 20/6 to 49/0 | 0.0 | 0 | 0.0 | 0 | 0 |
| Widening RCC slab culvert 2v of 4mts span at km 23/4-6 (1 No.s). Widening of RCC Slab Culvert 3 v of 4mts at km 45/2-4 & 46/8-10 (2 No.s) |
| 13 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 2900, 2905 and 2906 (5th Revision) | 135.00 | Rm | 11550.00 | 1559250.00 |
| Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP-4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work. |
| 14 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 1500,1700, 2200 (5th Revision) | 326.00 | Cum | 4860.00 | 1584360.00 |
| Vibrated cement concrete M20 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, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying 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, 2200 (5th Revision) for body walls. |
| 15 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 1500,1700, 2100 (5th Revision) | 96.00 | Cum | 4459.00 | 428064.00 |
| Providing Vibrated Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below |
| 16 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 304(5th Revision) | 644.00 | Cum | 102.00 | 65688.00 |
| Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. |
| 17 | Peddapally to Kataram road from km 20/6 to 49/0 | 0.0 | 0 | 0.0 | 0 | 0 |
| Construction of HP Culverts 1R of 1000mm Dia at km 20/8-10,21/8-10,22/2-4, 22/4-6,23/0-2,23/0-2,23/6-8 (7 No.s) . 2R of 1000mm Dia at km 23/6-8(1 No) |
| 18 | Peddapally to Kataram road from km 20/6 to 49/0 | Special specification | 0 | 0.0 | 0 | 0 |
| Foot Note: The data for the Routine Maintenance items to be covered will be prepared with SSR with which subject work Estimate is sanctioned and the items of Routine Maintenance will be carried out these rates duly operating the quoted percentage. Payment shall be made for Routine Maintenance during defect liability period of 5 Years |
| 19 | Peddapally to Kataram road from km 20/6 to 49/0 | Special specification | 118.82 | Per Km per year | 3600.00 | 427752.00 |
| PART -I (B) - Routine MAINTENACE WORK During 5 Years of Defects Laibility Period: Routine Maintenance for Jungle clearance /tree and shrub trimming and culvert repairs/vents maintenance /parapet wall repairs /retaining wall repairs etc during 5 years of DLP (road length is 23.764 Kms for five years total road length is 118.82 Kms) |
| 20 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 305 (5th revision) | 20655.00 | Cum | 108.00 | 2230740.00 |
| Forming shoulder with available excavated earth by mechanical means upto SDR including pre-watering of soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P and complete for finished item of work as per MoRT&H specification 305 (5th revision). (Payment Based on Levels) |
| 21 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 301 (5th revision) | 68851.00 | Cum | 43.00 | 2960593.00 |
| Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge (Payment Based on Levels) |
| 22 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 305(5th Revision) | 49841.00 | Cum | 221.00 | 11014861.00 |
| Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment Based on Levels) |
| 23 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 507 (5th revision) | 7181.00 | Cum | 8785.00 | 63085085.00 |
| Providing 40 mm thick compacted Bituminous Concrete with 100-120 TPH batch type hot mix plant using HBG crushed aggregates of Grading ? 2 as per table 500-17 of specification 507 of MoRT&H (5th revision), premixed with bitumen VG-30 grade @ 5.4% of mix and filler, transporting the hot mix to work site, laying with Hydro static Sensor paver to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge |
| 24 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRTH specification No. 505(5th Revision) | 8940.00 | Cum | 7900.00 | 70626000.00 |
| Providing and laying of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade @ 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Hydrostatic Sensor paver to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision) |
| 25 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 503 (5th revision) | 359556.00 | Sqm | 9.70 | 3487693.20 |
| Providing and applying tack coat with VG-10 (Bulk) using Bitumen pressure distributor at the rate of 0.20 kgs per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for finished item of work as per MoRT&H Specification 503 (5th revision) and as directed by the Engineer-in-Charge. |
| 26 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 502 (5th Revision) | 179778.00 | Sqm | 37.30 | 6705719.40 |
| Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) bulk using emulsion pressure distributor on prepared surface of Granular base including cleaning of road surface and spraying emulsion at the rate of 0.70 Kg/sqm using emulsion pressure distributor for finished item of work as per MoRT&H specification 502 (5th Revision) and as directed by the Engineer - in charge. |
| 27 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 406 (5th revision) | 44950.00 | Cum | 2792.00 | 125500400.00 |
| Providing, Laying, Spreading and compacting graded HBG crushed stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with Sensor paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification 406 (5th revision) for finished item of work. (Payment Based on Levels) |
| 28 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H Specification 401 (5th revision) | 35960.00 | Cum | 2402.00 | 86375920.00 |
| Construction of Granular sub-base by providing HBG material confirming to Grading - IV of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge. (Payment Based on Levels) |
| 29 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H (5th Revision) Specn. No.305.4.3 | 178808.00 | Sqm | 8.70 | 1555629.60 |
| Scarifying the existing B.T surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3 |
| 30 | Peddapally to Kataram road from km 20/6 to 49/0 | MoRT&H specification 305 (5th revision). | 254792.00 | Cum | 262.00 | 66755504.00 |
| Forming Embankment/subgrade with material obtained from borrowed useful earth 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 of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc) |
