Improvements to the Earthen Hill Road for Arulmigu Nainamalai Varadharaja Perumal Temple, Nainamalai, Namakkal Taluk and District for a length of 7.1 Km including Protective Works, Cement Concrete Drain, Cross Drainage Works and Parking Area- 1 Construction of granular sub-base by providing close graded Material,mixing in a mechanical mixplant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material 2 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 3 Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of 250 mmthick, 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 111, 112, 406 & 900 of MORTH Vth Revision 4 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 5 Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 502 & 900 of MORTH Vth Revision 6 Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision 7 Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 50 mm with mechanical paver to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading II 8 Providing and laying Bituminous Concrete to 30mm 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 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 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm 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 perclause No. 111, 112, 501, 507 & 900 of MORTH vth Revision 9 Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance of 5 km as per MORTH specification clause No. 111, 112, 301 to 305 & 900 of MORTH vth Revision 10 1.1) Providing Cement Concrete drain at Km 0/2-6/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 11 Filling with Crushed Stone sand including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course as per clause 304 & 2907 of MORTH Vth Revision 12 1.1) Providing Cement Concrete drain at Km 0/2-6/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 13 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 14 Supply and fixing of 83 mm thick M-40 Grade Rubber Moulded Hydraulic pressed typepaver block with super embedded unskids texture design making the international standard size with zig zag design for hipper interlocking capacity rate inclusive of materials, transporting to the worksite from the factory and labour charges for laying, compacting with paver vibrator and inclusive of taxes as per clause 410 of MORTH Vth Revision andas directed by the departmental officers etc.,complete. 15 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 16 Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materialsetc.,complete as per standard specification for Foundation of Culvert apron, Nosewall, Breast wall, Box cutting for parking portion and Retaining Wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision 17 1.2) Construction of Breast wall at Km 1/6, 5/2 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 18 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 19 1.4) Construction of Retaining wall at Km 4/10 (ii), 6/4 (ii) of hill road for Arulmigu Nainamalai Varadharaja perumal temple 20 1.5) Construction of culvet aprons at Km 0/8-6/6 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 21 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 22 MR-&-DMR (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in medium rock and dense medium rock not requiring blasting etc.,complete as per standard specification as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision 23 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 24 1.4) Construction of Retaining wall at Km 4/10 (ii), 6/4 (ii) of hill road for Arulmigu Nainamalai Varadharaja perumal temple 25 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 26 Benching Hard Rock upto 10cm depth includingall labour incidental charges and all other tools and plants employedas per standard specifications and as per clause 302 of MORTH Vth Revision 27 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 28 Providng Fe-550D grade of 25mm dia Dowel bars, including cost and conveyance of all materials to work site, drilling 40mm holes in hard rock and grouting the same with cement mortar 1:2 after placing the 25mm dia. Dowel bars etc. complete in foundation of Abutment & Return walls and Piers. 29 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 30 Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost offormwork,mixing, layingand compacting using vibrator including hire and fuel chargesfor all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specificationfor Base Concrete of Culverts aprons, Retaining Wall, Nose wall, Breast wall, Toe wall as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision 31 1.1) Providing Cement Concrete drain at Km 0/2-6/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 32 1.2) Construction of Breast wall at Km 1/6, 5/2 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 33 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 34 1.4) Construction of Retaining wall at Km 4/10 (ii), 6/4 (ii) of hill road for Arulmigu Nainamalai Varadharaja perumal temple 35 1.5) Construction of culvet aprons at Km 0/8-6/6 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 36 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 37 VibratedCement Concrete of grade M20 Nominal Mix, using 20mm 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 Cement Concrete drain as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision 38 1.1) Providing Cement Concrete drain at Km 0/2-6/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 39 VibratedCement Concrete of grade M20 Nominal Mix, using 20mm 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 kerb Wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision 40 1.1) Providing Cement Concrete drain at Km 0/2-6/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 41 Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Culverts aprons, Retaining Wall, Nose wall, Breast wall, Toe wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision 42 1.2) Construction of Breast wall at Km 1/6, 5/2 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 43 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 44 1.5) Construction of culvet aprons at Km 0/8-6/6 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 45 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 46 VibratedReinforced Cement Concrete of grade M25 Design Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat site but excluding cost and fabrication of steel including 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 RCC Retaining Wall BELOW SILL LEVEL as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision 47 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 48 VibratedReinforced Cement Concrete of grade M25 Design Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel including 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 RCC Retaining Wall ABOVE SILL LEVEL as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision 49 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 50 Manufacturing and fixing cement concrete blocks of size 250 x 250x 300 mm in CC 1:1.5:3, nominal mix (M20) using 20mm ISS size HBG metalincluding cost and conveyance of all materials to worksite and cement site includingconveyance and handling charges for the same at both ends, including all other incidental charges, etcc, complete for REVETMENTS 51 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 52 Randam Rubble Masonry Retaining Wall in Cement Mortar 1:3 with simultaneous pointingusing new good sized Rough Stone and 10% of Bond Stone including cost and conveyance of all materials from approved Quarry to site including cost of cement and all labour charges for mixing mortar,watering with all leads for good water and curing and all other incidental charges etc., complete as per relevant standard specificationfor Retaining Walls, and Parapets as per clause 1400, 1405,1406,1407 & 2908 of MORTH Vth Revision 53 1.4) Construction of Retaining wall at Km 4/10 (ii), 6/4 (ii) of hill road for Arulmigu Nainamalai Varadharaja perumal temple 54 Dry Stone Masonry Retaining Wall using with 50% new good sized Rough Stone and 50% of Blasted Stone with a head load of 200mts including cost and conveyance of all materials from approved Quarry to site and all labour charges required for breaking.packing the stones in position and all other incidental charges etc., complete as per relevant standard specificationfor Retaining Walls as per clause 1400, 1405 of MORTH Vth Revision 55 1.4) Construction of Retaining wall at Km 4/10 (ii), 6/4 (ii) of hill road for Arulmigu Nainamalai Varadharaja perumal temple 56 Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 20mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers. 57 1.4) Construction of Retaining wall at Km 4/10 (ii), 6/4 (ii) of hill road for Arulmigu Nainamalai Varadharaja perumal temple 58 Pointing with Cement Mortar 1:3 Flush pointing cement concrete blocks, etc., complete complying as per the standard specifications as per clause 1400 of MORTH Vth Revision 59 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 60 Supply and fabrication of STEEL grade Fe550 Dfor all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. as per standardspecification as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision 61 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 62 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 63 Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packedwith smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete. 64 1.2) Construction of Breast wall at Km 1/6, 5/2 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 65 Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the back fill as per section 2706 of MORTH specification (Rev- V) 66 1.2) Construction of Breast wall at Km 1/6, 5/2 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 67 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 68 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 69 Refilling in between Retaining wall and Road with excavated earth including cost and conveyence to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get themaximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision Specifications(labour charges only) 70 1.2) Construction of Breast wall at Km 1/6, 5/2 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 71 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 72 1.4) Construction of Retaining wall at Km 4/10 (ii), 6/4 (ii) of hill road for Arulmigu Nainamalai Varadharaja perumal temple 73 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 74 Gravel backing to revetment for 150mm thick, including cost and conveyance of gravel to worksite,laying, and filling in layers, of 150mm thick, tamping, including watering with all leads for water and all other incidental charges etc, complete. 75 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 76 Filling behind Abutments and return walls with clean gritty freed raining gravel includingcost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying,handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision (ForRetaining Wall, Nose wall, Breast wall, Toe wall) 77 1.3) Construction of Retaining wall at Km 2/2, 2/4, 2/6, 4/2, 4/4, 4/10 (i), 6/4 (i), Nose wall at Km 1/2, 1/10, 3/4, 4/4, 5/2, 5/8 of hill road for Arulmigu Nainamalai Varadharaja perumal temple 78 1.4) Construction of Retaining wall at Km 4/10 (ii), 6/4 (ii) of hill road for Arulmigu Nainamalai Varadharaja perumal temple 79 1.6) Providing parking arrangements at Km 0/2, 6/10, 7/2 for Arulmigu Nainamalai Varadharaja perumal temple 80 Calculation of SubTotal, GST and Total Amount carried out by system automatically 81 Basic cost of value put to tender as per estimate 82 Add GST at 18% 83 Total Value put to Tender 84 Negotiated Percentage 85 Final Negotiated Value 86 Add GST at 18% of Final Negotiated Value 87 Total Value of Contract Including 18% of GST 88 Basic cost of value put to tender as per Estimate 89 Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
