| 1 | 1 | 1.Improvements to SWM Site by providing Approach roads and lining wall @ Kosavampalayam panchayat | | | |
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| 2 | 2 | Earth work excavation and depositing on bank with initial lead and if in sand, silt, or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated eart as per SS 20B including cost of all labour charges, equipments and all other incidental charges such as providing coffer dams, sheeting, shiring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious materials and obstructions, trimming the bottom of excavation, back filing and clearing the site ect., complete as per relevant standard specifications | | 20.54 | Cum |
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| 3 | 3 | Filling with river sand including cost and coveyance of all materials to work site and all labour charges etc. | | 6.44 | Cum |
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| 4 | 4 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete | | 6.44 | Cum |
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| 5 | 5 | Cement Concrete 1:2:4 mix using 20mm metal including cost and conveyanceof all materials to work site and all labour charges etc. | | 2.19 | Cum |
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| 6 | 6 | Brick work in C.M 1:5 mix using country bricks incuding cost and conveyance and all labour charges etc. | | 28.08 | cum |
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| 7 | 7 | Plastering with cement mortar 1:5, 12mm thick including cost and conveyance and all labour charges etc. | | 84.55 | Sqm |
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| 8 | 8 | Supplying and entering centering for sides and soffits including necessary supports and strutting upto 3.29m height | | 5.4 | Sqm |
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| 9 | 9 | Supply and Delivery and fixing of 65mm dia MS STEEL PIPE l Hollew pipe including cost and conveyance of all charges Medium gauge. | | 227.76 | kgs |
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| 10 | 10 | Supply and Delivery and fixing of 50mm dia Horizontal Hollow pipe including cost and conveyance of all charges | | 875 | kgs |
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| 11 | 11 | Supply and Delivery and fixing of Horizontal Purlin of 50x50x5mm including cost and conveyance of all charges | | 924 | kgs |
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| 12 | 12 | Supply and Delivery and fixing of Colour coated galvanished sheet for Roofing including all labour charges for fiixng necessary bolt and nuts screws j or u bolts incluing cost and conveyance of all charges | | 196.33 | Sqm |
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| 13 | 13 | Sub Estimate for Paver Block | | | |
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| 14 | 14 | Construction of Granular Sub base by providing well graded material(63mm to 26.5mm @35%,26.5mm to 4.75 @45% and 4.75 mm below @ 20%)& spreading in uniform layers with tractor with 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 as per (Mix -in - place method) . | | 8.89 | Cum |
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| 15 | 15 | Earth work excavation and depositing on bank with initial lead and lift in hard stiff clay and hard gravelly soil as per SS20B for narrow foundations. Etc,.complete. | | 2.74 | Cum |
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| 16 | 16 | Cement Concrete 1:4:8 ( One Cement Five sand and Ten Hard Broken stone) using 40 mm gauge Hard Broken Granite stone jelly for foundation including cost and conveyance of materials to site and labour charges for laying, watering and compacting etc. complete. | | 0.31 | Cum |
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| 17 | 17 | Cement Concrete 1:2:4 (One cement, Three sand, Six Hard Broken stone) using 20 mm guage machine broken hard broken granite stone jelly including cost conveyance and all labour charges etc. complete. | | 1.24 | Cum |
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| 18 | 18 | Supply and Erecting for Centring and shuttering for core wall sides including cost and conveyance and materials of labour charges etc,.complete. | | 10.8 | Sqm |
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| 19 | 19 | Flooring with paver locks laid as interlocking blocks inclouding cost and conveyance and other labour charges and including sand filling of 25mm thickness. | | 88.86 | Sqm |
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| 20 | 20 | 2. Strengthening of BT Road From KTP Road to Annambedu Road (Via) Rajankuppam @ Kosavanpalayam Panchayat. (PUR 4) Km 0/0 - 2/530 | | | |
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| 21 | 21 | Clearing theScrub Jungles Including Cutting the Scrubs and removing away from site etc complete | | 1296 | Sqm |
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| 22 | 22 | Picking old damaged wornout BT Surface including cost of all charges etc | | 3162.5 | Sqm |
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| 23 | 23 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth , shales, murram, gravel, stinet earth and earth mixed with small size boulders SS .20.A | | 518.4 | Cum |
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| 24 | 24 | Providing and Laying Gravel to 100mm compacted thick including cost & 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 | | | |
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| 25 | 25 | Km - 0/0 - 1/0 | | 120 | Cum |
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| 26 | 26 | Km - 1/0 - 2/0 | | 144 | Cum |
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| 27 | 27 | Km - 2/0 - 2/530 | | 81.6 | Cum |
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| 28 | 28 | 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. | | | |
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| 29 | 29 | Km - 0/0 - 1/0 | | 843.75 | Cum |
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| 30 | 30 | Km - 1/0 - 2/0 | | 843.75 | Cum |
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| 31 | 31 | Km - 2/0 - 2/530 | | 447.19 | Cum |
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| 32 | 32 | Applying primer coat over WMM Surface 7kg 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 handing charges including labour charges for brushing, cleaning and preparing the surface for laying the primer coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel runing charges for applying for all tools and plants employed for the work including all other incidental charges such as barricating and providing danger lights, flags etc., complete as per standard specification | | 9487.5 | Sqm |
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| 33 | 33 | Providing Bituminous macadam to the required thickness of 50mm using 0.42m3 of 26.50mm to 0.10m3 of 11.20mm to 4.75mm metal 0.18m3 of 4.75mm metal with 38kgs Bitumen binder for 10m2 50mm consolidated thickness including cost and stacking standard dept gauge for pre measurement with power roller including hire and fuel charges for power roller bitument bioiler mini hot mix plant and all other tools and plants etc complted as per clause 504 of most specifications | | | |
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| 34 | 34 | Km - 0/0 - 1/0 | | 187.5 | Cum |
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| 35 | 35 | Km - 1/0 - 2/0 | | 187.5 | Cum |
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| 36 | 36 | Km - 2/0 - 2/530 | | 99.38 | Cum |
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| 37 | 37 | PREMIX CARPET WITH SEAL COAT TYPE ' A ' using Paver machine with Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | | | |
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| 38 | 38 | Km - 0/0 - 1/0 | | 3750 | Sqm |
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| 39 | 39 | Km - 1/0 - 2/0 | | 3750 | Sqm |
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| 40 | 40 | Km - 2/0 - 2/530 | | 1987.5 | Sqm |
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| 41 | 41 | HM Stone (0.75 x 0.23 x 0.10) | | 10 | Nos |
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| 42 | 42 | KM Stone (1.65 x 0.45 x 0.15) | | 2 | Nos |
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| 43 | 43 | 3. Strengthening the BT Road to Kosavanpalayam NSK Nagar Road @ Kosavanpalayam Panchayat | | | |
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| 44 | 44 | Clearing theScrub Jungles Including Cutting the Scrubs and removing away from site etc complete | | 734.4 | Sqm |
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| 45 | 45 | Earthwork excavation using side earth along both sides of the road and depositing on Road for widening the embankment | | 163.2 | Sqm |
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| 46 | 46 | Picking old damaged wornout BT Surface including cost of all charges etc | | 850 | Sqm |
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| 47 | 47 | 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. | | 446.25 | Cum |
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| 48 | 48 | Applying primer coat over WMM Surface 7kg 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 handing charges including labour charges for brushing, cleaning and preparing the surface for laying the primer coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel runing charges for applying for all tools and plants employed for the work including all other incidental charges such as barricating and providing danger lights, flags etc., complete as per standard specification | | 2550 | Sqm |
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| 49 | 49 | Providing Bituminous macadam to the required thickness of 50mm using 0.42m3 of 26.50mm to 0.10m3 of 11.20mm to 4.75mm metal 0.18m3 of 4.75mm metal with 38kgs Bitumen binder for 10m2 50mm consolidated thickness including cost and stacking standard dept gauge for pre measurement with power roller including hire and fuel charges for power roller bitument bioiler mini hot mix plant and all other tools and plants etc complted as per clause 504 of most specifications | | 127.5 | Cum |
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| 50 | 50 | Applying Tack coat over primer coat Surface 2.0kg 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 handing charges including labour charges for brushing, cleaning and preparing the surface for laying the primer coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel runing charges for applying for all tools and plants employed for the work including all other incidental charges such as barricating and providing danger lights, flags etc., complete as per standard specification | | 2550 | Sqm |
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| 51 | 51 | PREMIX CARPET WITH SEAL COAT TYPE ' A ' using Paver machine with Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | | 2550 | Sqm |
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| 52 | 52 | Providing and Laying Gravel to 100mm compacted thick including cost & 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 | | 61.2 | Sqm |
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| 53 | 53 | HM Stone (0.75 x 0.23 x 0.10) | | 3 | Nos |
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| 54 | 54 | Dry Fixing Pipe Culvert 1 Nos | | | |
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| 55 | 55 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B. | | 11.7 | Cum |
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| 56 | 56 | Sand Filling with clean dry river sand including cost and conveyance of all materials to site and all labour charges for mixing, laying and Consolidaed etc complete. | | 1.125 | Cum |
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| 57 | 57 | Collection and Supply of 900mm dia RCC Pipe including cost and conveyance of all materials to site etc., | | 3 | Nos |
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| 58 | 58 | Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification | | 6.92 | Cum |
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| 59 | 59 | 4. Strengthening the BT Road to Kosavanpalayam Sarathy Nagar Road @ Kosavanpalayam Panchayat | | | |
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| 60 | 60 | Clearing theScrub Jungles Including Cutting the Scrubs and removing away from site etc complete | | 1078.92 | Sqm |
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| 61 | 61 | Earthwork excavation using side earth along both sides of the road and depositing on Road for widening the embankment | | 269.73 | Sqm |
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| 62 | 62 | Picking old damaged wornout BT Surface including cost of all charges etc | | 1248.75 | Sqm |
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| 63 | 63 | 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) . | | 219.38 | Cum |
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| 64 | 64 | 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. | | 655.59 | Cum |
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| 65 | 65 | Applying primer coat over WMM Surface 7kg 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 handing charges including labour charges for brushing, cleaning and preparing the surface for laying the primer coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel runing charges for applying for all tools and plants employed for the work including all other incidental charges such as barricating and providing danger lights, flags etc., complete as per standard specification | | 3746.25 | Sqm |
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| 66 | 66 | Providing Bituminous macadam to the required thickness of 50mm using 0.42m3 of 26.50mm to 0.10m3 of 11.20mm to 4.75mm metal 0.18m3 of 4.75mm metal with 38kgs Bitumen binder for 10m2 50mm consolidated thickness including cost and stacking standard dept gauge for pre measurement with power roller including hire and fuel charges for power roller bitument bioiler mini hot mix plant and all other tools and plants etc complted as per clause 504 of most specifications | | 187.31 | Cum |
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| 67 | 67 | Applying Tack coat over primer coat Surface 2.0kg 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 handing charges including labour charges for brushing, cleaning and preparing the surface for laying the primer coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel runing charges for applying for all tools and plants employed for the work including all other incidental charges such as barricating and providing danger lights, flags etc., complete as per standard specification | | 3746.25 | Sqm |
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| 68 | 68 | PREMIX CARPET WITH SEAL COAT TYPE ' A ' using Paver machine with Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete | | 3746.25 | Sqm |
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| 69 | 69 | Providing and Laying Gravel to 100mm compacted thick including cost & 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 | | 79.92 | Sqm |
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| 70 | 70 | HM Stone (0.75 x 0.23 x 0.10) | | 4 | Nos |
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| 71 | 71 | 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}\n(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) | | 1 | GST Amount |
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