Highways Department-HD has published Ccr Division Msk Road Core Road Network Phase Ii Under Cridp-2020-2021 Widening From End To End And Improvements At Km 1/8 4/5 Of Medavakkam Sholinganallur Kudimiyandithoppu Road Including Construction Of Culverts , Drain Cum Footpath And Retaining Wal. Submission Date for this Tender is 03-12-2020. Footpath Work Tenders in Tambaram Tamil Nadu. Bidders can get complete Tender details and download the document.
| Name of work : Widening from end to end and Improvements at Km 1 / 8 -- 4 / 5 of Medavakkam - Sholinganallur -- Kudimiyandithoppu Road including Construction of Culverts, Drain cum Footpath and Retaining wall including Land Acquisition at (Sholinganallur Junction) Km 4 / 5 (SH 49B). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for Roadway and drainage 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 for box cutting for widening portion. | |||
| 2 | 1.1 | AExcavation for Roadway and drainage 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 for box cutting for widening portion. | 6066 | Cubic Metre | |
| 3 | 2 | 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 Material ( Drainage Layer) | |||
| 4 | 2.1 | A | 993 | Cubic 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 (Filter Layer) | |||
| 6 | 3.1 | A | 1931 | Cubic Metre | |
| 7 | 4 | 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 on sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) | |||
| 8 | 4.1 | A | 2483 | Cubic Metre | |
| 9 | 5 | 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 as per clause 502) - over WMM/ WBM | |||
| 10 | 5.1 | A | 9929 | Square Metre | |
| 11 | 6 | 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 granular surfaces treated with primer | |||
| 12 | 6.1 | A | 9929 | 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 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over Biuminous Surface. | |||
| 14 | 7.1 | A | 33447 | Square Metre | |
| 15 | 8 | Providing and Laying of Tack Coat using Bitumen Emulsion (RS1) of at the rate of 3.0Kg / 10 sqm over the LCC surface treated with primer preparatory to another bituminous construction over it. As per clause 503 MORTH Rev -- 5 specification | |||
| 16 | 8.1 | A | 572 | Square Metre | |
| 17 | 9 | Dense Graded Bituminous Macadam (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-40) 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 and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II 50-70 mm thick) | |||
| 18 | 9.1 | A | 2925 | Cubic Metre | |
| 19 | 10 | Dense Graded Bituminous Macadam (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-40) 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 and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading I (75-100 mm thick) | |||
| 20 | 10.1 | A | 72 | Cubic Metre | |
| 21 | 11 | Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by JMF of mix and filler, transporting hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II (30-40 mm thick) Using 9m sensor paver with pneumatic Tyre roller | |||
| 22 | 11.01 | A | 1758 | Cubic Metre | |
| 23 | 11.02 | SUB WORK : | |||
| 24 | 11.03 | SUB WORK : 1.Widening of 2m X 2m Culvert at Km 2/575 & Km 3/580 &3m X 3m Culvert at Km 2/9,2/950,3/040,3/3,3/750 & 3/9 of Medavakkam - Sholinganallur - Kudimiyandithoppu Road. | |||
| 25 | 11.04 | 2. Reconstruction of Box Culverts at Km 2/650,3/175,3/825 of size 4.00X2.50 & Km 4/050 of vent size 3 Row 3 X 2.50 of Medavakkam - Sholinganallur - Kudimiyandithoppu Road. | |||
| 26 | 11.05 | 3.Construction of Macro Drain at Km 2 / 570 -- 2 / 7 LS of Medavakkam - Sholinganallur - Kudimiyandithoppu Road. | |||
| 27 | 11.06 | 4.Construction of Macro Drain at Km 2 / 7 -- 2 / 766 of Medavakkam - Sholinganallur - Kudimiyandithoppu Road. | |||
| 28 | 11.07 | 5.Construction of Macro Drain at Km 2 / 842 -- 2 / 935 (LS) of Medavakkam - Sholinganallur - Kudimiyandithoppu Road. | |||
| 29 | 11.08 | 6.Construction of Macro Drain at Km 2 / 935 -- 3 / 025 (LS) of Medavakkam - Sholinganallur - Kudimiyandithoppu Road. | |||
| 30 | 11.09 | 7.Construction of Macro Drain at Km 3 /025 -- 3 /040(LS) & 3/10 of Medavakkam - Sholinganallur - Kudimiyandithoppu Road. | |||
| 31 | 11.11 | 8.Reconstruction of RCC Retaining Wall 3 / 175, 3, 750, 825, 9 & 2 / 766 -- 2 / 8 of Medavakkam - Sholinganallur - Kudimiyandithoppu Road. | |||
| 32 | 11.12 | 9.Reconstruction of Drain at Km 4 / 015 – 4 / 050( LS),4/075 -- 4/155 (LS) and Providing Footpath at Km 3/2--4/3 LS & Km 3/2---4/030 RS of Medavakkam - Sholinganallur - Kudimiyandithoppu Road. | |||
| 33 | 12 | Dismantling of the existing RCC Drain Slab as per standad specifications of MORTH specification no. 202 | |||
| 34 | 12.1 | ( 34 + 142 + 12 ) | 188 | Cubic Metre | |
| 35 | 13 | Dismantling of the existing Brick wall of Drain as per standad specifications of MORTH specification no. 202 | |||
| 36 | 13.1 | Road A | 53 | Cubic Metre | |
| 37 | 14 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 Macro drain / Culvert / Retaining Wall. | |||
| 38 | 14.1 | ( 2244 + 3311 + 2668 + 1355 + 3066 + 2967 + 824 + 573 ) | 17008 | Cubic Metre | |
| 39 | 14.2 | Sub estimate - 9 | 416 | Cubic Metre | |
| 40 | 15 | 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 Culvert / Macro Drain / Retaining Wall | |||
| 41 | 15.1 | ( 89 + 138 + 112 + 57 + 115 + 112 + 31 + 39 ) | 693 | Cubic Metre | |
| 42 | 16 | 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. | |||
| 43 | 16.1 | Sub estimate - 9 | 26 | Cubic Metre | |
| 44 | 17 | Manufacturing and supplying of RCC Slabs of size 500 x 4900 x 450 cm with M30mix using 20mm size ISS HBG metal including cost and conveyance of all materials from approved quarry to work site manufacturing mixing concrete laying, compacting and rendering smooth surface etc., complete as directed. | |||
| 45 | 17.1 | ( 5 + 3 ) | 8 | Numbers | |
| 46 | 18 | Manufacturing and supplying of RCC Slabs of size 7440 x 500 x 680 cm with M30mix using 20mm size ISS HBG metal including cost and conveyance of all materials from approved quarry to work site manufacturing mixing concrete laying, compacting and rendering smooth surface etc., complete as directed. | |||
| 47 | 18.1 | ( 4 + 4 ) | 8 | Numbers | |
| 48 | 19 | Providing and fixing 110mm dia PVC PIPES of required length for Macro Drain Slab / Wall including grating arrangements at every 5m intervals including cost and conveyance of all materials to worksite, and labour charges for fixing etc., complete to drain the backfill as per standard specification. | |||
| 49 | 19.1 | ( 71 + 36 + 52 + 49 + 14 ) | 222 | Running Metre | |
| 50 | 20 | Supplying, Fabricating and fixing of M.S Man hole cum Gratings of Suitable Size with MS Angle of 80 x 80 x 8mm for Outer frames ans M.S flats of 80 x 6 mm for inner braces, including cost and conveyance of Materials and gratings and fixing them in position | |||
| 51 | 20.1 | ( 1809 + 603 + 1206 + 1206 + 603 ) | 5427 | Kilo Grams | |
| 52 | 21 | Supply and fabrication of STEEL grade Fe-- 500 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. | |||
| 53 | 21.1 | ( 43.00 + 82.90 + 57.50 + 29.50 + 77.50 + 75 + 21 + 20.00 + 17.40 ) | 423.8 | Metric tonne | |
| 54 | 22 | Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS HBG 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 Raft, Side walls and Top Slab of Culvert / Macro Drain / Retaining WAll | |||
| 55 | 22.1 | Sub estimate - 1 | 642 | Cubic Metre | |
| 56 | 22.2 | Sub estimate - 2 | 1196 | Cubic Metre | |
| 57 | 22.3 | Sub estimate - 3 | 937 | Cubic Metre | |
| 58 | 22.4 | Sub estimate - 4 | 476 | Cubic Metre | |
| 59 | 22.5 | Sub estimate - 5 | 1338 | Cubic Metre | |
| 60 | 22.6 | Sub estimate - 6 | 1295 | Cubic Metre | |
| 61 | 22.7 | Sub estimate - 7 | 363 | Cubic Metre | |
| 62 | 22.8 | Sub estimate - 8 | 384 | Cubic Metre | |
| 63 | 23 | Hire charges for providing and maintaining of Barricades of minimum 2.00 m length and 1.5m height, in the working locations of drain using ISMC 75 transom and verticals with min wt of 7.14 kg / m in addition with L angle support of 50 x 50 x 5 mm size and covered with 3 mm thick M.S sheet of Size 2m x 1.20m including nailing to the floor, cost of fabrication, transportation, lifting, and placing, with reflective stickers of required size and placing the barricades without hindrance to the traffic, including shifting of barricads and the e barricading shall remain in the same location for minimum period of 21 days or till completion of work on the particular location. (All the barricading material shall be disposed and taken away from the site by the contractor. No additional payment shall be made for extended period of contract) etc complete., | |||
| 64 | 23.1 | ( 130 + 66 + 93 + 90 + 25 + 115 ) | 519 | Running Metre | |
| 65 | 24 | Providing RCC Safety Kerb Median of size 0.250m at bottom 0.250m at middle 0.400 at top and to height of 0.90m from the road level including cost and conveyance of all materials to work site including providing form work for shuttering on both sides and chamfered edges at top, including cost of steel reinforcement as per the Bar bending schedule appended here with, fabrication and placing in position of steel grills including cost of binding wire, laying of R.C.C M30 concrete using ISS HBG graded metal including cost and conveyance of all materials to work site from the approved sources including labour charges for mixing laying curing etc middle of the median as directed by the departmental officers, Rendering Smoothness over the CC surface with 10 kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc., including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc., complete. | |||
| 66 | 24.1 | (108+96)\n | 204 | Running meter | |
| 67 | 25 | Providing and fixing of MS Gratings of 300 x 200 mm size with M.S. flats of 25 x 10 mm for outer frames, 25 x 6 mm for inner braces including cost and conveyance of pipes and gratings fixing in position at every intervals of 5 m along the drain, as directed by the Eingineer in charge | |||
| 68 | 25.1 | Sub estimate - 9 | 23 | Numbers | |
| 69 | 26 | Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm dia with frames as per IRC SP 50 -- 1999 as directed by the Departmental officers including labour charges for fixing at every intervals of 5 m along the drain including all other incidental charges etc., complete | |||
| 70 | 26.1 | Sub estimate - 9 | 23 | Numbers | |
| 71 | 27 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm 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 Box | |||
| 72 | 27.1 | Sub estimate - 9 | 199 | Cubic Metre | |
| 73 | 28 | Providing and fixing of Machine cut finished Exposed face granite stone kerbs of 0.38 m height and 0.100 m thick for platform kerbs including cost and conveyance of granite kerbs from available source to work site including labour charges for fixing the kerbs in position to the required lines, level and gradient and pointing with cement mortar 1:3 and all other incidental charges etc complete. | |||
| 74 | 28.1 | Sub estimate - 9 | 800 | Running Metre | |
| 75 | 29 | Providing and fixing of Machine cut finished granite stone slab for flooring of required of granite slab having minimum thickness of 50mm for platform flooring and pointing with cement mortar 1:3 including cost and conveyance of approved quality of granite stone as specified by the departmental officers including cost and conveyance of all materials to work site including cost of cement which has to be procured by the contractor including labour charges for fixing the granite stone slab in correct position to the required line and gradient as directed by the departmental officers and all other incidental charges etc. complete as per standard specification. | |||
| 76 | 29.1 | A | 1600 | Square Meter | |
| 77 | 30 | Re fixing of Machine cut finished Exposed face granite stone kerbs of 0.38 m height and 0.100 m thick for platform kerbs including cost and conveyance of granite kerbs from available source to work site including labour charges for fixing the kerbs in position to the required lines, level and gradient and pointing with cement mortar 1:3 and all other incidental charges etc complete. | |||
| 78 | 30.1 | A | 300 | Running Metre | |
| 79 | 31 | Re fixing of Machine cut finished granite stone slab for flooring of required of granite slab having minimum thickness of 50mm for platform flooring and pointing with cement mortar 1:3 including cost and conveyance of approved quality of granite stone as specified by the departmental officers including cost and conveyance of all materials to work site including cost of cement which has to be procured by the contractor including labour charges for fixing the granite stone slab in correct position to the required line and gradient as directed by the departmental officers and all other incidental charges etc. complete as per standard specification. | |||
| 80 | 31.1 | A | 660 | Square Meter | |
| 81 | 32 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 82 | 32.1 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 83 | 32.2 | Add GST at 12% | 1 | (B) | |
| 84 | 32.3 | Total Value put to Tender | 1 | (A+B) | |
| 85 | 32.4 | Quoted value | 1 | (D) | |
| 86 | 32.5 | Final Quoted Value | 1 | (E) | |
| 87 | 32.6 | Add GST at 12% of Final Quoted Value | 1 | (F) | |
| 88 | 32.7 | Total Value of Contract Including 12% of GST | 1 | (E+F) |
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