Rural Development And Panchayats Department has published Tender For 1.Strengthening Of The Road From Nhai Road To Ha (Nh) Road (Link Road) Km.0/0-0/810 (Plastic Waste) - Rs.23.776 Lakhs, 2.Strengthening Of The Road From Dh Road To Nhai Road Via Sathya Nagar Road Km.0/0-1/100 - Rs.41.310 Lakhs,3.Strengthening Of. Submission Date for this Tender is 10-05-2023. Road Work Tenders in dharmapuri Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Strengthening of the road from NHAI road to HA (NH) road (Link Road) Km.0/0-0/810 (Plastic Waste) |
| 2 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete |
| 3 | Consturciton of subgrade and earthern shoulders with approved materiasl obtained from borrwo pits with all lifts and leads, transporting to site, spreading, grading required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as perTechnical Specification Caluse 203.1 (Carted Earth) |
| 4 | Km 0/0-0/810 |
| 5 | Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete |
| 6 | Km 0/0-0/810 |
| 7 | Picking up existing BT surface upto 5 to 10 cm of old metalled surface , cambering, sectioning of carriage way etc., complete |
| 8 | Km 0/0-0/810 |
| 9 | Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm 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 TOP LAYER |
| 10 | Km 0/0-0/810 |
| 11 | 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. |
| 12 | Km 0/0-0/810 |
| 13 | 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 13.432Kg 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. |
| 14 | Km 0/0-0/810 |
| 15 | Road marking with hot applied thermoplastic compound with Reflectorising glass beads on bituminous surface etc., |
| 16 | Km 0/0-0/810 |
| 17 | Provision for Hectometer stone |
| 18 | Provision for Sign Board Charges |
| 19 | Provision for Name Board |
| 20 | Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.) |
| 21 | For 1st year maintenance |
| 22 | For 2nd year maintenance |
| 23 | For 3rd year maintenance |
| 24 | For 4th year maintenance |
| 25 | For 5th year maintenance |
| 26 | Strengthening of the road from DH road to NHAI road Via Sathya Nagar road Km.0/0-1/100 |
| 27 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete |
| 28 | Consturciton of subgrade and earthern shoulders with approved materiasl obtained from borrwo pits with all lifts and leads, transporting to site, spreading, grading required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as perTechnical Specification Caluse 203.1 (Carted Earth) |
| 29 | Km 0/0-1/100 |
| 30 | Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete |
| 31 | Km 0/0-1/0 |
| 32 | Km 1/0-1/1 |
| 33 | Picking up existin BT Surface upto 5 to 10 cm of old metalled surface, cambering, sectioning of carrigae way etc., complete |
| 34 | Km 0/0-1/100 |
| 35 | 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. |
| 36 | Km 0/0-1/0 |
| 37 | Km 1/0-1/1 |
| 38 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SSI for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. |
| 39 | Km 0/0-1/100 |
| 40 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RSI for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. |
| 41 | Km 0/0-1/100 |
| 42 | Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT & H speciications clause 507 complete in all respects |
| 43 | Km 0/0-1/0 |
| 44 | Km 1/0-1/1 |
| 45 | Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface etc., |
| 46 | Km 0/0-1/100 |
| 47 | Construction of 1.5 m RCC Slab Culvert |
| 48 | Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2min Hard stiff clay soil etc completefor openfoundation as per SS 20 B |
| 49 | 1.50m RCC Culvert |
| 50 | Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compactingetc. complete |
| 51 | 1.50m RCC Culvert |
| 52 | Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compactingetc. complete |
| 53 | 1.50m RCC Culvert |
| 54 | CPlain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etcComplete, |
| 55 | 1.50m RCC Culvert |
| 56 | RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc, |
| 57 | 1.50m RCC Culvert |
| 58 | Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete |
| 59 | 1.50m RCC Culvert |
| 60 | Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items |
| 61 | Below Sill 1.50m RCC Culvert |
| 62 | Slab centering Deck slab side 1.50m RCC Culvert |
| 63 | Provision for Hectometer stone |
| 64 | Provision for Kilometer stone |
| 65 | Provision for Name Board |
| 66 | Provision for Sign Board Charges |
| 67 | Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.) |
| 68 | For 1st year maintenance |
| 69 | For 2nd year maintenance |
| 70 | For 3rd year maintenance |
| 71 | For 4th year maintenance |
| 72 | For 5th year maintenance |
| 73 | Strengthening of the road from Reddihalli to Nallagoundanahalli road Km.0/0-1/300 |
| 74 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete |
| 75 | Collection and supply of Carted Earth from approved Quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. Compete |
| 76 | Km 0/0-1/3 |
| 77 | Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete |
| 78 | Km 0/0-1/0 |
| 79 | Km 1/0-1/3 |
| 80 | Picking up existing BT surface upto 5 to 10 cm of old metalled surface , cambering, sectioning of carriage way etc., complete |
| 81 | Km 0/0-1/3 |
| 82 | 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. |
| 83 | Km 0/0-1/0 |
| 84 | Km 1/0-1/3 |
| 85 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SSI for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. |
| 86 | Km 0/0-1/3 |
| 87 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RSI for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. |
| 88 | Km 0/0-1/3 |
| 89 | Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT & H speciications clause 507 complete in all respects |
| 90 | Km 0/0-1/0 |
| 91 | Km 1/0-1/3 |
| 92 | Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface etc., |
| 93 | Km 0/0-1/3 |
| 94 | Provision for Hectometer stone |
| 95 | Provision for Kilometer stone |
| 96 | Provision for Name Board |
| 97 | Provision for Sign Board Charges |
| 98 | Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.) |
| 99 | For 1st year maintenance |
| 100 | For 2nd year maintenance |
| 101 | For 3rd year maintenance |
| 102 | For 4th year maintenance |
| 103 | For 5th year maintenance |
| 104 | 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) |
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