Construction Of Retaining Walls, Construction Of Protective Wall, Cc Drains And Cd Works In The Government Roads Of Udhagamandalam (H), C&M Sub Division – (Cbe – 009)Road A: Strengthening At Km 0/0 - 2/2 Of Charringcross Southlake (Via) Lowerbazaar Road I
Tender Overview
Project Description
Construction Of Retaining Walls, Construction Of Protective Wall, Cc Drains And Cd Works In The Government Roads Of Udhagamandalam ( H ) , C&M Sub Division – ( Cbe – 009 ) Road A: Strengthening At Km 0 / 0 - 2 / 2 Of Charringcross Southlake ( Via ) Lowerbazaar Road Including Cc Drain, Cd Works.Road B: Construction Of Retaining Wall At 8 / 8 Of Ooty - Kotagiri Mettupalayam - Sathi - Gobi - Erode Roadroad C: Construction Of Retaining Wall At Km 14 / 8, 14 / 10 Of Ooty Kotagiri Mettupalayam Sathy Gobi Erode Roadroad D: Construction Of Protective Wall At Km 16 / 2 Of Ooty Kotagiri Mettupalayam Sathy Gobi Erode Road
BOQ
| Sl. No. | Item Description |
| 1 | Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the conveying the Milled waste materials to an average distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers.(Morth No. 111, 112, 202) |
| 2 | Road A |
| 3 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces(Morth No. 111, 112, 501, 502, 900) |
| 4 | Road A |
| 5 | Bituminous Concrete (Table500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II(Morth No. 111, 112, 501, 507,900) |
| 6 | Road A |
| 7 | Earthwork excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all other incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc. complete a per standard specification for Foundationof retaining wall (Morth No. 111, 112, 304) |
| 8 | Road B |
| 9 | Road C |
| 10 | Road D |
| 11 | Vibrated Cement Concrete (1:3:6 Nominal Mix) using 40mm ISS Size hard broken granite metal including cost and conveyance of all materials to site cost and labour charges for formwork centering, labour charges forlaying, compacting curing, all incidental charges complete for levelling course for retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 12 | Road B |
| 13 | Road C |
| 14 | Road D |
| 15 | Vibrated cement concrete M20 nominal mix using 40mmISS HBG metal including cost and conveyance of all materials to site includingcement to be procured and supplied by the contractor at site including formwork and centering,soft water,labour charges for mixing,transporting and placing in positionvibrating, compacting, finishing and curinghire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Foundation Retaining wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 16 | Road B |
| 17 | Road C |
| 18 | Road D |
| 19 | Vibrated cement concrete M20 nominal mix using 40mmISS HBG metal including cost and conveyance of all materials to site includingcement to be procured and supplied by the contractor at site including formwork and centering,soft water,labour charges for mixing,transporting and placing in positionvibrating, compacting, finishing and curinghire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Retaining wall body wall (Morth No. 1000, 1500, 1700, 2100, 2200) |
| 20 | Road B |
| 21 | Road C |
| 22 | Road D |
| 23 | Vibrated Cement Concrete 1:2:4, Nominal mixusing 40 mm ISSHBG metal including cost and conveyance of all materials to site,Complying to the required standardspecifications including labour forlaying watering, curing and compacting vibrator charges and all other incidental charges etc., completeFor Parapets (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 24 | Road B |
| 25 | Road C |
| 26 | Road D |
| 27 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900) |
| 28 | Road B |
| 29 | Road C |
| 30 | Road D |
| 31 | Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick andwell compacted in layerswith smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site includingall labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H\"s (Roads Wing) specifications for Roads and Bridges \" Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete. |
| 32 | Road B |
| 33 | Road C |
| 34 | Road D |
| 35 | Refilling with available cut earth including cost and conveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete (Morth No. 111, 112, 304, 900) |
| 36 | Road B |
| 37 | Road C |
| 38 | Road D |
| 39 | SUB ESTIMATE |
| 40 | CC Drain |
| 41 | Earthwork excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel stoney, earth etc., and depositing on bank with all leads and lifts and all other incidental charges complete as per standard specification For Drain (Morth No. 111, 112, 304) |
| 42 | Road A |
| 43 | Vibrated Cement Concrete 1:2:4nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting and all other incidental charges etc., complete. FOR BASE COURSE TO DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 44 | Road A |
| 45 | Vibrated Cement Concrete M20 nominal mix using 20mm and 12mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including labour for formwork, laying watering curing and compacting vibrator charges and all other incidental charges etc., complete.for DRAIN (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 46 | Road A |
| 47 | Box culvert |
| 48 | Earthwork excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all other incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc. complete a per standard specification for Foundation(Morth No. 111, 112, 304) |
| 49 | Road A |
| 50 | VibratedCement Concrete 1:2:4 Nominal mix Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Foundation leveling course (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 51 | Road A |
| 52 | Vibrated Reinforced Cement Concrete [Design Mix] M25 grade using 20mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for BOX CULVERT.(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900) |
| 53 | Road A |
| 54 | Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification (Morth No. 1000, 1500, 1600, 900) |
| 55 | Road A |
| 56 | Vibrated Cement Concrete M20 Nominal Mix Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 57 | Road A |
| 58 | Vibrated Cement Concrete M20 (Nominal Mix) Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Cut off Walls (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900) |
| 59 | Road A |
| 60 | Vibrated Reinforced cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in positionincluding cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.(Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900) |
| 61 | Road A |
| 62 | Refilling with available cut earth including cost and conveyance to site including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete (Morth No. 111, 112, 304, 900) |
| 63 | Road A |
| 64 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications (Morth No. 2706, 900) |
| 65 | Road A |
| 66 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 67 | Basic cost of value put to tender as per estimate |
| 68 | Add GST at 18% |
| 69 | Total Value put to Tender |
| 70 | Differnce Amount (Excess/less) |
| 71 | Quoted Amount (Basic Rate Only) |
| 72 | Add GST at 18% of Quoted Amount |
| 73 | Total Value of Quoted Amount including 18% of GST |
| 74 | Basic cost of value put to tender as per Estimate |
| 75 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
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