Highways Department-HD has published Tender For Widening, Strengthening And Urban Improvements To Government Roads Including Construction Of Box Culvert, Retaining Wall, Drain, Well Protective Wall, Storm Water Drain And Reconstruction Of Box Culvert In Mettur (H) (C&M) Sub Division(Slm-22)1. Submission Date for this Tender is 09-08-2023. Culvert Tenders in edappady Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Milling the existing BT surface 5 to 7cm depth using milling machine, 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 surfaceas to avoids lippery including all other incidental and unforeseen item etc. complete as per the direction of the departmental officers |
| 2 | 1. Urban Improvements to km 1/0 -2/0 of Thermal Power Plant Road including Construction of Storm Water Drain at Km.1/200-1/350 (R/s)andConstruction of Retaining Wall at Km.1/6 (R/s) & 1/10 (R/s) |
| 3 | Picking the existing BT surface upto 50mm thick as directed by the Departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excludung cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc.,complete as per clause 111, 112, 202, 305.4.3 ofMORTH - Vth Revision etc.,complete. |
| 4 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 5 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as instructed by the Engineer. for Boxing as per clause 111, 112, 301 to 305, 900 of MORTH Vth Revision etc complete. |
| 6 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 7 | 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 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material |
| 8 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 9 | 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, as per clause 111, 112, 406 & 900 of MORTH Vth Revision |
| 10 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 11 | Providing and laying 50 mm thick Bituminous Macadam using course aggregate and VG-30 Bitumen which shall consist of construction in a single course base/binder course confirming to the specification on a previously prepared base (using Mini Mix Plant and Power Roller) including cost of material,labour charges,rentals for machinary,fuel and all other incidental charges etc.,complete as per clause 111,112,504 & 900 of MORTH Rev V etc.,complete by Mix in Place Method using Mini Hot Mix Plantfor Patch works |
| 12 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 13 | 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 111, 112, 501, 502 & 900 of MORTH Vth Revision- over WMM/ WBM |
| 14 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 15 | 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 111, 112, 501, 503 & 900 of MORTH Vth Revision - over granular surfaces treated with primer |
| 16 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 17 | 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 111, 112, 501, 503 & 900 of MORTH Vth Revision - over bituminous surfaces |
| 18 | 1. Urban Improvements to km 1/0 -2/0 of Thermal Power Plant Road including Construction of Storm Water Drain at Km.1/200-1/350 (R/s)andConstruction of Retaining Wall at Km.1/6 (R/s) & 1/10 (R/s) |
| 19 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 20 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision - over Dry Lean Cement Concrete |
| 21 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 22 | 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-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 finisherto 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.111, 112, 501, 505 & 900 - Grading I |
| 23 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 24 | Bituminous Macadam :Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade-30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II (Table 500-7) |
| 25 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 26 | Bituminous Concrete (Table500-17) :Providing and laying bituminous concrete of required thickness with central 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 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. 111, 112, 501, 507 & 900 of MORTH vth Revision complete in all respects - Grading II |
| 27 | 1. Urban Improvements to km 1/0 -2/0 of Thermal Power Plant Road including Construction of Storm Water Drain at Km.1/200-1/350 (R/s)andConstruction of Retaining Wall at Km.1/6 (R/s) & 1/10 (R/s) |
| 28 | Bituminous Concrete (Table500-17) :Providing and laying bituminous concrete of required thickness with central 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 as per MORTH specification clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision complete in all respects - Grading II |
| 29 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 30 | Excavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up berms using carted earth with conveyance of 3 Kms. as per MORTH specification clause No. 111, 112, 301 to 305 & 900 of MORTH Vth Revision |
| 31 | 1. Urban Improvements to km 1/0 -2/0 of Thermal Power Plant Road including Construction of Storm Water Drain at Km.1/200-1/350 (R/s)andConstruction of Retaining Wall at Km.1/6 (R/s) & 1/10 (R/s) |
| 32 | Excavation including removal and satisfactory disposal of all materias necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer as per MORTH specification clause No. 111, 112, 301 to 305 & 900 of MORTH Vth Revision for making up berms (Labour only) |
| 33 | 2.Widening from Intermediate Lane to Two Lane and Strengthening at km 14/0- 16/4 of Kolathur - Guruvareddiyur road[MD1230] including Construction of Box Culvert at Km.15/8,Reconstruction of Box Culvert at km 14/6, 15/6, construction of Retaining Wall at Km.14/10 Construction of Storm water Drain at Km 14/2 (R/s) and Construction of Well protective wall at km 15/6 (B/s) |
| 34 | Dismantling Culverts, Bridges and other Structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as perclause No. 111, 112, 202 of MORTH vth Revision Dismantling Plain Cement Concrete |
| 35 | 2-1.2 Reconstruction of Box Culvert at Km.14/6 & 15/6 of Kolathur - Guruvareddiyur road |
| 36 | Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting on bank as per SS20B with all leads and lifts and all other icidental charges such as baling out water shoring shrutting walling and forming protective bunds wherever necessary etc.,comlete as per relavant specification for Foundation of Box Culvert, Wing Wall, Retaining Wall and Storm Water Drain as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision |
| 37 | 1-1.1 Construction of Storm Water Drain at Km.1/200-1/350 [R/s] of Thermal Power Plant Road |
| 38 | 1-1.2 Construction of Retaining Wall at Km.1/6 [R/s] & 1/10 [R/s] of Thermal Power Plant Road |
| 39 | 2-1.1 Construction of Box Culvert at Km.15/8 of Kolathur - Guruvareddiyur road |
| 40 | 2-1.2 Reconstruction of Box Culvert at Km.14/6 & 15/6 of Kolathur - Guruvareddiyur road |
| 41 | 2-1.3 Construction of Retaining Wall at Km.14/10 of Kolathur - Guruvareddiyur road |
| 42 | 2-1.4 Construction of Drain at Km.14/2 (R/s) of Kolathur - Guruvareddiyur road |
| 43 | 2-1.5 Construction of Well Protective Wall at Km.15/6 (B/s) of Kolathur - Guruvareddiyur road |
| 44 | Plain 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 ofBox Culvert, Wing Wall, Retaining Wall and Storm Water Drain as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 45 | 1-1.1 Construction of Storm Water Drain at Km.1/200-1/350 [R/s] of Thermal Power Plant Road |
| 46 | 1-1.2 Construction of Retaining Wall at Km.1/6 [R/s] & 1/10 [R/s] of Thermal Power Plant Road |
| 47 | 2-1.1 Construction of Box Culvert at Km.15/8 of Kolathur - Guruvareddiyur road |
| 48 | 2-1.2 Reconstruction of Box Culvert at Km.14/6 & 15/6 of Kolathur - Guruvareddiyur road |
| 49 | 2-1.4 Construction of Drain at Km.14/2 (R/s) of Kolathur - Guruvareddiyur road |
| 50 | VibratedCement Concrete of grade M20 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 Course of Retaining Wall & Well Protective Wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 51 | 2-1.3 Construction of Retaining Wall at Km.14/10 of Kolathur - Guruvareddiyur road |
| 52 | 2-1.5 Construction of Well Protective Wall at Km.15/6 (B/s) of Kolathur - Guruvareddiyur road |
| 53 | Supplyandfabricationof SteelGrade Fe500D requiredforallRCCitemsofworksinvolvedinthescheduleincludingcostofsteel,costoffabrication, labour charges for cleaningthebarsstraightening,cutting,bending,tying grills, hoisting and placing the reinforcementin position as specifiedin the drawings including cost ofbinding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standardspecification as per clause 1000, 1500, 1600, 1700,1900, 2100 & 2300 of MORTH Vth Revision |
| 54 | 1-1.1 Construction of Storm Water Drain at Km.1/200-1/350 [R/s] of Thermal Power Plant Road |
| 55 | 1-1.2 Construction of Retaining Wall at Km.1/6 [R/s] & 1/10 [R/s] of Thermal Power Plant Road |
| 56 | 2-1.1 Construction of Box Culvert at Km.15/8 of Kolathur - Guruvareddiyur road |
| 57 | 2-1.2 Reconstruction of Box Culvert at Km.14/6 & 15/6 of Kolathur - Guruvareddiyur road |
| 58 | 2-1.4 Construction of Drain at Km.14/2 (R/s) of Kolathur - Guruvareddiyur road |
| 59 | Vibrated Reinforced Cement Concrete of grade M25 Design mix using ISS size HBG metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges forformwork and centering labour charges for laying, compacting, curing, including all incidental charges etc., complete for Base Slab, Side Walls, Top Slab, Cover Slab of Box Culvert and Storm Water Drain as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision |
| 60 | 1-1.1 Construction of Storm Water Drain at Km.1/200-1/350 [R/s] of Thermal Power Plant Road |
| 61 | 2-1.1 Construction of Box Culvert at Km.15/8 of Kolathur - Guruvareddiyur road |
| 62 | 2-1.2 Reconstruction of Box Culvert at Km.14/6 & 15/6 of Kolathur - Guruvareddiyur road |
| 63 | 2-1.4 Construction of Drain at Km.14/2 (R/s) of Kolathur - Guruvareddiyur road |
| 64 | Vibrated Reinforced Cement Concrete of grade M25 Design mix using ISS size HBG metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges forformwork and centering labour charges for laying, compacting, curing, including all incidental charges etc., complete for Base Slab of Retaining Wall as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision |
| 65 | 1-1.2 Construction of Retaining Wall at Km.1/6 [R/s] & 1/10 [R/s] of Thermal Power Plant Road |
| 66 | Vibrated Reinforced Cement Concrete of grade M25 Design mix using ISS size HBG metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges forformwork and centering labour charges for laying, compacting, curing, including all incidental charges etc., complete for Stem of Retaining Wall as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision |
| 67 | 1-1.2 Construction of Retaining Wall at Km.1/6 [R/s] & 1/10 [R/s] of Thermal Power Plant Road |
| 68 | VibratedCement Concrete of grade M20 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 specificationforStem of Retaining Wall & Well Protective Wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 69 | 2-1.3 Construction of Retaining Wall at Km.14/10 of Kolathur - Guruvareddiyur road |
| 70 | 2-1.5 Construction of Well Protective Wall at Km.15/6 (B/s) of Kolathur - Guruvareddiyur road |
| 71 | Providing and fixing 100mm dia PVC Seepage Pipes of required length for abutments, wings and retaining walls including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill in the Abutments and Wings as per clause 2700 of MORTH Vth Revision |
| 72 | 1-1.2 Construction of Retaining Wall at Km.1/6 [R/s] & 1/10 [R/s] of Thermal Power Plant Road |
| 73 | 2-1.3 Construction of Retaining Wall at Km.14/10 of Kolathur - Guruvareddiyur road |
| 74 | 2-1.5 Construction of Well Protective Wall at Km.15/6 (B/s) of Kolathur - Guruvareddiyur road |
| 75 | Filling behind the Box Culvert with Stone Dust including cost and conveyance to site including labour chargesfor filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision |
| 76 | 2-1.1 Construction of Box Culvert at Km.15/8 of Kolathur - Guruvareddiyur road |
| 77 | 2-1.2 Reconstruction of Box Culvert at Km.14/6 & 15/6 of Kolathur - Guruvareddiyur road |
| 78 | Filling behind Abutment and Wings with clean good gritty gravel including cost and conveyance to site including labour chargesfor filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete-For Culvert and Retaining Wall Portion as per clause 304 & 2907 of MORTH Vth Revision |
| 79 | 1-1.2 Construction of Retaining Wall at Km.1/6 [R/s] & 1/10 [R/s] of Thermal Power Plant Road |
| 80 | 2-1.3 Construction of Retaining Wall at Km.14/10 of Kolathur - Guruvareddiyur road |
| 81 | Filling behind Abutment and Wings with excavated earth including labour chargesfor filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision (Labour charges Only) |
| 82 | 1-1.2 Construction of Retaining Wall at Km.1/6 [R/s] & 1/10 [R/s] of Thermal Power Plant Road |
| 83 | 2-1.3 Construction of Retaining Wall at Km.14/10 of Kolathur - Guruvareddiyur road |
| 84 | 2-1.5 Construction of Well Protective Wall at Km.15/6 (B/s) of Kolathur - Guruvareddiyur road |
| 85 | VibratedCement Concrete of grade M20 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 Wing Walls and Parapets as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 86 | 1-1.2 Construction of Retaining Wall at Km.1/6 [R/s] & 1/10 [R/s] of Thermal Power Plant Road |
| 87 | 2-1.1 Construction of Box Culvert at Km.15/8 of Kolathur - Guruvareddiyur road |
| 88 | 2-1.2 Reconstruction of Box Culvert at Km.14/6 & 15/6 of Kolathur - Guruvareddiyur road |
| 89 | Providing and fixing of M.S Gratings of 300 x 200 mm size with M.S flats of 25x10 mm for outer frames, 20x10 mm for inner braces with mild steel grating and fixing them in position as directed by the Deparmental Officers etc.,complete. |
| 90 | 1-1.1 Construction of Storm Water Drain at Km.1/200-1/350 [R/s] of Thermal Power Plant Road |
| 91 | 2-1.4 Construction of Drain at Km.14/2 (R/s) of Kolathur - Guruvareddiyur road |
| 92 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 93 | Basic cost of value put to tender as per estimate |
| 94 | Add GST at 18% |
| 95 | Total Value put to Tender |
| 96 | Negotiated Percentage |
| 97 | Final Negotiated Value |
| 98 | Add GST at 18% of Final Negotiated Value |
| 99 | Total Value of Contract Including 18% of GST |
| 100 | Basic cost of value put to tender as per Estimate |
| 101 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
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