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| 1 | 01. Strengthenning of Thiruvidaimaruthur to KodivinayaganallurRoad Km 0/0-1/820 Thalanayar Block |
| 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 | Km 0/0-1/820 |
| 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 of water as per 20A |
| 5 | Km 0/0-1/820 |
| 6 | 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) |
| 7 | Km 0/0-1/820 |
| 8 | Construction of subgrade for 300mm depth by using picked material obtainedfrom the existing surfaceby mechanical means and then adding 50% of defict materials by using carted earthobtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.( subgrade using Quarry rubbish ) |
| 9 | Km 0/2-0/390 |
| 10 | Km 1/2-1/800 |
| 11 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m |
| 12 | Km 0/0-1/820 |
| 13 | 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. |
| 14 | Km 0/0-1/0 |
| 15 | Km 1/0-1/820 |
| 16 | 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. |
| 17 | Km 0/0-1/820 |
| 18 | Providing and laying Tack coat over BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat |
| 19 | Km 0/0-1/820 |
| 20 | Providing and laying 50mm consolidated thick Bituminous Macadam using 0.20cum for 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37Kgs of VG30/VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them itrucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per Clause 504 MORTH Rev-5 |
| 21 | Km 0/0-1/0 |
| 22 | Km 1/0-1/820 |
| 23 | 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 |
| 24 | Km 0/0-1/0 |
| 25 | Km 1/0-1/820 |
| 26 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS |
| 27 | Km 0/0-1/0 |
| 28 | Km 1/0-1/820 |
| 29 | Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m |
| 30 | Provision for KM Stones Size 1.65m x 0.45m x 0.15m |
| 31 | Provision for Sign Board |
| 32 | Construction of 1.5m RCC Slab Culvert @ Ch.390 |
| 33 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead and lift including all labour charges and incidental charges such as shoring strutting providing coffer dams baling out water and other item which may be necessary or convenient to the successful completion of the excavation to the bottom of foundation and of back filling in a compacted condition a quantity of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc. complete for foundation as per standard specification for Retaining wall and pipe culverts as per SS20B |
| 34 | Culvert @ Ch.390 |
| 35 | supply and Filling M sandfrom appd quarry including cost and conveyance of all materials to site including all labour charges for fillingetc.complete, |
| 36 | Culvert @ Ch.390 |
| 37 | Cement concrete 1:4:8 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works |
| 38 | Culvert @ Ch. 0/180 |
| 39 | Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Below Sill |
| 40 | Culvert @ Ch.390 |
| 41 | Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Above Sill |
| 42 | Culvert @ Ch.390 |
| 43 | Plain Cement concrete 1:2:4 mix using 20mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for bed block concrete for C.D. works @ |
| 44 | Culvert @ Ch.390 |
| 45 | Reinforced Cement Concrete 1:1 1/2:3 mix using graded ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for concrete for deck slab concrete @ C.D. works |
| 46 | Culvert @ Ch.390 |
| 47 | Supplying and fabrication to steel Fe 415 (Tor. Steel) required for reinforced cement concrete work including cost and conveyance of steel to work spot handling charges for the rods straightening cutting bending, tying grills using binding wire (No welding should be done to steel item) hoisting placing positioning binding wire, provision of space hard cover blocks necessary stays and supporting devices including labour materials hire charges for all tools and plants employed and all other incidental charges, etc. complete as per standard specification for C.D. works @ Km |
| 48 | Culvert @ Ch.390 |
| 49 | Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Shuttering |
| 50 | Culvert @ Ch.390 |
| 51 | Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Centering |
| 52 | Culvert @ Ch.390 |
| 53 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for fillingetc.complete, |
| 54 | Culvert @ Ch.390 |
| 55 | Provision for Bitumen felt 6mm |
| 56 | Provision for Tar Paper |
| 57 | Provision for Weephole Pipes etc Complete |
| 58 | 02. Strengthenning of Vanavanmahadevi Devarpuram Mayana Road Km 0/0-0/570 at Thalainayar block |
| 59 | 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. |
| 60 | Km 0/0-0/570 |
| 61 | 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 of water as per 20A |
| 62 | Km 0/0-0/570 |
| 63 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m |
| 64 | Km 0/0-0/570 |
| 65 | 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. |
| 66 | Km 0/0-0/570 |
| 67 | 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. |
| 68 | Km 0/0-0/570 |
| 69 | Providing and laying Tack coat over BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat |
| 70 | Km 0/0-0/570 |
| 71 | 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 |
| 72 | Km 0/0-0/570 |
| 73 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS |
| 74 | Km 0/0-0/570 |
| 75 | Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m |
| 76 | Provision for Sign Board |
| 77 | 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) |
