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| 1 | Strengthening of Edakeelaiyur North Udaiyar street Road km -0/0-0/930 |
| 2 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 3 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m |
| 4 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out |
| 5 | Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content |
| 6 | Km 0/0 0/930 |
| 7 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 8 | Km 0/0 0/930 |
| 9 | Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER |
| 10 | Km 0/0 0/930 |
| 11 | Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre ofgravelof blindage per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.R.T.specification. |
| 12 | Km 0/0 0/930 |
| 13 | Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. |
| 14 | Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 23.232Kg of bitumen and 1.168 Kg ofPlastic waste for 10 Sqm. of premix carpet including laying of seal coat \"A\" over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in mini hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rollingseparately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges formini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com. |
| 15 | Km 0/0 0/930 |
| 16 | Provision of Rumble Strips with premix Bituminous carpet Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20mm high at centre, 250mm wide placed at 1m centre-to-centre approved locations to control speed, marked with while strips of road marking paint.Rumble Strips = 3 X 3.75 X 0.25 = 2.81 |
| 17 | Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be level uniform and free from streaks and holes etc complete as per MORTH&H specification No.803 |
| 18 | Km 0/0 0/930 |
| 19 | Pipe Culvert (0/630) |
| 20 | Earth work excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc., complete for SS 20B for Foundation |
| 21 | Sand filling with good river sand including cost and conveyance of all materials to site and all labour charges for filling etc.,complete. |
| 22 | Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. |
| 23 | Cement Concrete 1:3:6 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. |
| 24 | Supplying and erection of centering for retaining wall and bathing ghatincluding cost and conveyance of all material and all labour charges etc, complete |
| 25 | Provision for 0.900M pipe NP3 |
| 26 | Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for fillingetc.complete, |
| 27 | Provision for HM stone |
| 28 | Provision for Name Borad & Citizen information Board |
| 29 | Provision for sign Boards |
| 30 | Towards the charges for routline maintenance of the road work executed under MGSMT Scheme including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost |
| 31 | For the First Year from the date of completion of work |
| 32 | For the Second Year from the date of cpmpletion of work |
| 33 | For the Third Year from the date of completion of work |
| 34 | For the Fourth Year from the date of completion of work |
| 35 | For the Fifth Year from the date of completion of work |
| 36 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
