| 1 | Improvement to Nellutla Nancharamadhur road | (5th Revision) Specn. No.305.4.3 | 819.00 | Sqm | 8.80 | 7207.00 |
| 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 |
| 2 | Improvement to Nellutla Nancharamadhur road | 301(5th Revision) | 2782.00 | Cum | 44.00 | 122408.00 |
| 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 |
| 3 | Improvement to Nellutla Nancharamadhur road | 401 (5th revision) | 1540.60 | Cum | 1444.00 | 2224626.00 |
| Construction of Granular sub-base by providing HBG material conforming 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) |
| 4 | Improvement to Nellutla Nancharamadhur road | 406 (5th revision) | 1585.88 | Cum | 1782.00 | 2826038.00 |
| 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 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) |
| 5 | Improvement to Nellutla Nancharamadhur road | 502 (5th Revision) | 8101.00 | Sqm | 37.00 | 299737.00 |
| 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. |
| 6 | Improvement to Nellutla Nancharamadhur road | 503 (5th revision) | 17168.00 | Sqm | 9.70 | 166530.00 |
| 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. |
| 7 | Improvement to Nellutla Nancharamadhur road | 505(5th Revision) | 455.70 | Cum | 6775.00 | 3087368.00 |
| Providing and laying 50mm thick of Dense Graded Bituminous Macadam with 40-60 TPH HMP/100-120 TPH Batch 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 full width full width Mechanical 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) |
| 8 | Improvement to Nellutla Nancharamadhur road | 507 (5th revision) | 273.42 | Cum | 7549.00 | 2064048.00 |
| Providing 30 mm thick compacted Bituminous Concrete with 40-60 TPH HMP / 100-120 TPH Batch 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 full width Mechanical 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 |
| 9 | Improvement to Nellutla Nancharamadhur road | 305 (5th revision) | 221.00 | Cum | 144.00 | 31824.00 |
| Construction of earthen shoulders with selective soils obtained from roadway excavation with MDD of 17.5 KN/Cum 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) |
| 10 | Improvement to Nellutla Nancharamadhur road | 1500,1700, 2100 (5th Revision) | 44.57 | Cum | 4356.00 | 194147.00 |
| Vibrated 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, (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, 2100 (5th Revision) for Foundation.-CRS Divider |
| 11 | Improvement to Nellutla Nancharamadhur road | As directed by Engineer-in Charge | 116.99 | Cum | 5385.00 | 629991.00 |
| Coursed Rubble Stone masonry 1st sort in CM (1:3) prop: (Cement : Sand) and dressed Hard Granite stone of size 0.20x0.20x0.20 m as per approved drawing from approved quarry including cost and conveyance of all materials like Granite Stones,cement, sand water etc.,to site including all operational, incidental, and labour charges such as cutting stones to required size, shape and dressing neatly, mixing of cement mortar,constructing masonry, curing etc.,complete for finished item of work.-CRS Divider |
| 12 | Improvement to Nellutla Nancharamadhur road | As directed by Engineer-in Charge | 334.26 | Sqm | 68.00 | 22730.00 |
| Pointing in CM (1:3) Prop including cost and conveyance of all materials like cement, sand,water etc.,to site on all materials,all operational, incidental charges and labour charges such as mixing mortar,finishing,curing,etc.,complete for finished item of work.-CRS Divider |
| 13 | Improvement to Nellutla Nancharamadhur road | 407 of MoRT&H (5th revision) | 259.00 | Sqm | 329.00 | 85211.00 |
| Construction of median and Island above road level with approved material deposited at site from roadway cutting and excavated. Spread, sloped and compacted as per clause 407 of MoRT&H (5th revision) and as directed by the Engineer-in-Charge -CRS Divider. |
| 14 | Improvement to Nellutla Nancharamadhur road | As directed by Engineer-in Charge | 0.43 | kms | 3600.00 | 7812.00 |
| Routine Maintenance for Jungle clearance / tree and shrub trimming and culvert repairs / vents maintenance / parapet wall repairs / retaining wall repairs etc within DLP i.e., 5 years.The data for the Routine Maintenance items to be covered will be prepared with SSR with which P.M 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 the items to be recorded in M.Book. The overall amount shall be for Routine Maintenance of culverts & Jungle Clearance for 5 years shall be limited maximum to amounts indicated at Part (B) |
