Tender For Strengthening To The Road From Thiruvadanai To Thiruvidaimathiyur Road In Km 0/0 -3/690(R- 10) In Thiruvadanai Block., ramanathapuram-Tamil Nadu

Strengthening to the Road From Thiruvadanai to Thiruvidaimathiyur road in km 0/0 -3/690(R- 10) in Thiruvadanai block.; 1 Strengthening to the Road From Thiruvadanai to Thiruvidaimathiyur road in km 0/0 -3/690(R- 10) in Thiruvadanai block. 2 Clearing the Light Jungle with out uprooting including all labour charges 3 Picking 5cm to 10cm old matalled surface and sectioning - 1 sq.m 4 Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., complete. 5 Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. 6 km 0/0-1/0 7 km 1/0 -2/0 8 Km 2/0 -3/0 9 Km 3/0 - 3/690 10 Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. 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 11 km 0/0-1/0 12 km 1/0 -2/0 13 Km 2/0 -3/0 14 Km 3/0 - 3/690 15 Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. 16 Km 0/0 -3/690 17 Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., 18 Km 0/0 -3/690 19 BITUMINOUS CONCRETE 25, 30/40 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 20 km 0/0-1/0 21 km 1/0 -2/0 22 Km 2/0 -3/0 23 Km 3/0 - 3/690 24 Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface 25 Km 0/0 -3/690 26 60 cm Equilateral triangle cautionary sign board 27 60 cm Circle (Mandatory)sign board 28 Chevron sign 90 cm Octogon (Curves) 29 Reflector 30 Guard stone (precast) 31 Hecta metre stone 32 KM Stone 33 Retaining wall at ch 2100-2141m 34 Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation. 35 Collection and filling of m.sandincludingcost of conveyance of all materials and all labour charges etc., 36 Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cmthick well rammed watered and compacted compacted completed complying to standard specification. 37 Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc., 38 Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete 39 Providing and fixing of 20mm thick compressible fibre board in expansion joint complete as per drawing technical specifications etc.. 40 Pipe culvert ch 270m 41 Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation. 42 Collection and filling of m.sandincludingcost of conveyance of all materials and all labour charges etc., 43 Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cmthick well rammed watered and compacted compacted completed complying to standard specification. 44 Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc., 45 Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete 46 NP3 Pipe 900mm 47 Pipe culvert ch 3238m 48 Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation. 49 Collection and filling of m.sandincludingcost of conveyance of all materials and all labour charges etc., 50 Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cmthick well rammed watered and compacted compacted completed complying to standard specification. 51 Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc., 52 Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete 53 NP3 Pipe 900mm 54 GST 55 GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column BB for all works in this package}

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INR 170000.0 /-

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