Highways Department-HD has published Cpt Division Ks Road Core Road Network Phase Ii Under Cridp-2020-2021 Widening From Intermediate Lane To Two Lane And Improvements To Kodambakkam -Sriprumbudur Road To Manapakkam ( Via ) Kolappakkam ( M- 1026 ) Road Km 0/0 - 3/4. Submission Date for this Tender is 03-12-2020. Road Work Tenders in Sriperumbudur Tamil Nadu. Bidders can get complete Tender details and download the document.
| Name of work : Widening from Intermidiate lane to Two lane and Improvements to Kodambakkam - Sriperumbudur road to Manapakkam (Via) Kolapakkam road(m-1026) km 0/0 - 3/4 | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer \na) box cutting for wideneing portion as per MORT&H Rev. V specifications No.111,112,301,305. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.1 | Road C | BI01010001010000000000000515BI0100001113 | 1767 | Cubic Metre |
| 3 | 2 | Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications. | |||
| 4 | 2.1 | Road C | 6227 | Square Metre | |
| 5 | 3 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specifications No.111,112,401,900. | |||
| 6 | 3.1 | Road C | 816 | Cubic Metre | |
| 7 | 4 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- III. | |||
| 8 | 4.1 | Road C | 510 | Cubic Metre | |
| 9 | 5 | Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MORTH Rev. V Specification | |||
| 10 | 5.1 | Road C | 5946 | Cubic Metre | |
| 11 | 6 | Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means - over WMM as per MORTH Rev. V Specification | |||
| 12 | 6.1 | Road C | 23782 | Square Metre | |
| 13 | 7 | Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over WMM / CRM granular surfaces treated with primer | |||
| 14 | 7.1 | Road C | 23782 | Square Metre | |
| 15 | 8 | Dense Graded Bituminous Macadam 75mm - 100 mm (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory andand tandem rollers to achieve the desired compaction Grading I | |||
| 16 | 8.1 | Road C | 2022 | Cubic Metre | |
| 17 | 9 | Bituminous Concrete 30-40 mm(Table 500-17) (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 JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respectsas per MORTH Rev. V Specification - Grading II | |||
| 18 | 9.1 | Road C | 952 | Cubic Metre | |
| 19 | 10 | Excavation for Roadway and drainage\nExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH Rev. V Specification \nd) Formation of embankment using carted earth to lead of 10 km raising berms. | |||
| 20 | 10.1 | Road C | 3874 | Cubic Metre | |
| 21 | 11 | Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms, per sq.m. area thickness of 2.50mm is exclusive of surface applied glass beads as per IRC :35. The finished surface to be level, uniform and free from streaks and holes etc, complete(as per MoRTH specification No. 803) | |||
| 22 | 11.1 | Road C | 851 | Square Metre | |
| 23 | 12 | Providing and laying fixing reflective road studs of ' Category B' raised pavement markers made out of polycarbonate / ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro relectance and chromaticity values conforming to ASTM D4280 etc complete | |||
| 24 | 12.1 | Road C | 1701 | Nos | |
| 25 | 12.2 | Sub Estimate For - 1 Construction of box culvert at Km 1/400 of K.S road to manapakkam - kolapakkam road | |||
| 26 | 13 | Earth work 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 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 excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Box culvert. | |||
| 27 | 13.1 | Road C | 218.02 | Cubic Metre | |
| 28 | 14 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall | |||
| 29 | 14.1 | Road C | 10.3 | Cubic Metre | |
| 30 | 15 | 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. | |||
| 31 | 15.1 | Road C | 39.42 | Cubic Metre | |
| 32 | 16 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet | |||
| 33 | 16.1 | Road C | 61.5 | Cubic Metre | |
| 34 | 17 | Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule 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 | |||
| 35 | 17.1 | Road C | 2.88 | Metric ton | |
| 36 | 18 | Vibrated 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 position including 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 TOP SLAB. | |||
| 37 | 18.1 | Road C | 23.66 | Square Metre | |
| 38 | 18.2 | Sub Estimate: Construction of RCC storm water drain in kodambakkam - sriperumbudur road in manapakkam (via) kolapakkam road in km 0/7 - 0/780(RHS),0/780 - 1/080 (LHS),2/0 - 2/4 LHS,2/4 - 3/0 LHS & RHS,3/0 - 3/2 (L&R) | |||
| 39 | 19 | Earth work 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 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 excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain. | |||
| 40 | 19.1 | (286+1071+1428+2142+2142+1428) | 8497 | Cubic Metre | |
| 41 | 20 | Filling with Quarry fines 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. | |||
| 42 | 20.1 | (14+51+68+102+102+68) | 405 | Cubic Metre | |
| 43 | 21 | Plain Cement Concrete of grade M10 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Drain. | |||
| 44 | 21.1 | (14+51+68+102+102+68) | 405 | Cubic Metre | |
| 45 | 22 | Vibrated Reinforced cement concrete of M 25 grade (Design mix) using 20mm and below ISS hard 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 Drain. | |||
| 46 | 22.1 | (130+487+650+974+974+650) | 3865 | Cubic Metre | |
| 47 | 23 | Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule 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. | |||
| 48 | 23.1 | (11.80+41.94+55.92+83.88+83.88+55.92) | 332.72 | Metric ton | |
| 49 | 24 | Providing and fixing of FRP Gratings of 600 x 200mm size with M.S flats of 25x10mm for outer frames, 25x6mm for inner braces and PVC pipe 150mm dia fixed with mild steel grating, including cost and coveyance of pipes and gratings and fixing them in position (At 5m interval | |||
| 50 | 24.1 | (16+60+80+120+120+80) | 476 | Nos | |
| 51 | 25 | Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm diameter with frames as per IRC (50-1979) and as directed by the Departmental officers including labour charges for fixing at every intervals along the drain including all other incidental charges etc., complete | |||
| 52 | 25.1 | (16+60+80+120+120+80) | 476 | Nos | |
| 53 | 26 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 54 | 26.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 55 | 26.2 | Add GST at 12% | 1 | (B) | |
| 56 | 26.3 | Total Value put to Tender | 1 | (A+B) | |
| 57 | 26.4 | Quoted value | 1 | (D) | |
| 58 | 26.5 | Final Quoted Value | 1 | (E) | |
| 59 | 26.6 | Add GST at 12% of Final Quoted Value | 1 | (F) | |
| 60 | 26.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
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