Tender For Providing Gabion Wall At Km 45/10 Of Ooty Kotagiri Mettupalayam Sathy Gobi Erode Road Job Code :- 01-Cridp-24-25-S-0185); 1 Providing and Constructing Gabion Structures for erosion Control, River training works and Protection works with wire crates of sixe 2m x 1m x 0.3m each divided into 1m compartments by cross netting, made from 4mm galvanised steel wire @ 32 Kg per 10 sqm having minimum tensile strength of 300 mpa conforming to IS:280 and galvanizing coatingconforming to IS 4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm, filled with boulders with least dimension of 200mm, all loose ends to be securely tied with 4mm galvanised steel wire as per section 2503.3 of MORTH Specifications (Revision-V). 2 Reconstruction of Box Culvert (1x2x2) at Km 45/10 of Ooty - Kotagiri - Mettupalayam - Sathy- Gobi- Erode Road 3 Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for picking and all othertools and plants employed for the work and including all other incidental charges etc., complete as per standard specifications. (Morth No. 111, 112, 202). 4 Granular Sub-Base with Close Graded Material (Table:- 400-1)Construction of granular sub-base by providing close graded Material, mixing in a mechanicalmixplantatOMC,carriageofmixedMaterialtoworksite,spreadingin uniformlayerswithmotorgraderonpreparedsurfaceandcompactingwithvibratory soil compactor to achieve the desired density, complete as per clause 401 ForGrading-VMaterial(Filter/SeparationLayeratBottom) (Morth No. 111, 112, 401, 900) 5 WET MIX MACADAMProviding, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 (Morth No. 111, 112, 406, 900) 6 Prime Coat OverWMM SurfacePrime Coat Over WMM Surface ProvidingandlayingPrimeCoatoverWBM/WMMsurfaceusing7KgofEmulsion Bitumen (SS1)per10 sqm forpreparatoryto anotherbituminous constructionoverit, includingcostofmaterial,labourcharges,rentalsformachinery,fuelandallother incidental charges etc., complete as perClause 502 of MORTH Rev-5 (Morth No. 111, 112, 501, 502, 900) 7 Tack Coat Over Primed SurfaceTack Coat Over Primed Surface ProvidingandlayingTackCoatover WMMsurface(treatedwithprimer) using2.50KgofBitumenEmulsion(RS1)per10sqmforpreparatorytoanother bituminous construction over itincluding cost of material, labour charges, rentalsformachinery,fuelandallotherincidentalchargesetc., completeas perClause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900) 8 DBM (Grade-II) 50mm Thick Using VG30 BitumenProviding, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sectionsandcompacted by Vibratory / Pneumatic Roller to the required density etc.,including labour for attending to paver at site etc., including hire and fuelcharges for 20-30ton CMPwith bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5. (Morth No. 111, 112, 505, 900) 9 BC 40mm Thick (Grade-II) Using VG30Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 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 20-30 ton capacity, conveying 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 tonne Vibratory 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, Vibratory 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 507 of MORTH Rev-5 (Morth No. 111, 112, 501, 507, 900) 10 Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. ( Stone / Masonry Cement Walls under 3m high). (Morth No. 111, 112, 202) 11 Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT. (Morth No. 111, 112, 304) 12 Fillingwith Quarry Dust filling including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling. (Morth No. 111, 112, 304) 13 Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.(Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) 14 Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900) 15 Supply and fabrication of STEEL grade Fe500 with suitableanticorrsivemeasurerequiredforallthe reinforcedcement concreteitems ofworkinvolved in the shedule including cost of steel, cost of fabrication,labourchargesforcleaningtherods, straightening,cutting,bending,tyinggrills,hoisting and placing the reinforcement in position as specifiedinthedrawingincludingcostofbinding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. (Morth No. 1000, 1500, 1600, 900) 16 Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site includingcostandlabourchargesforformwork, centering,labourchargesfor laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) 17 Vibrated Reinforced Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for WEARING COAT 75MM uniform thickness OVER TOP SLAB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900) 18 Construction of Surface Drain at Km 45/10 of Ooty - Kotagiri - Mettupalayam - Sathy- Gobi- Erode Road 19 Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Surface drain. (Morth No. 111, 112, 304) 20 VibratedCement Concrete of grade M20 (Nominal mix) using 40mm ISShard broken granite metal includingcostandconveyanceofallmaterialsto site,includingcostandlabourchargesforform work and centering, labour charges for compacting, curingandallincidentalcharges etc.,complete as per standard specification for LEVELLING COURSE. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) 21 Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site includingcostandlabourchargesforformwork, centering,labourchargesfor laying, compacting, curing all incidental charges etc., complete for Surface Drain. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) 22 Calculation of SubTotal, GST and Total Amount carried out by system automatically 23 Basic cost of value put to tender as per estimate 24 Add GST at 18% 25 Total Value put to Tender 26 Differnce Amount (Excess/less) 27 Quoted Amount (Basic Rate Only) 28 Add GST at 18% of Quoted Amount 29 Total Value of Quoted Amount including 18% of GST 30 Basic cost of value put to tender as per Estimate 31 Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
