|
| 1 | 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. |
| 2 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 3 | 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 Box cutting as per clause 111, 112, 301 to 305, 900 of MORTH Vth Revision etc complete. |
| 4 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 5 | 1.6. Providing Bus Lay Bay (14 Nos) and Easing Branching Roads (23 Nos) in km 0/0-4/850 of Hosur Inner Ring Road |
| 6 | Excavation for Roadway and drainage - 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 Filling in Embankment / berms |
| 7 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 8 | 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 |
| 9 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 10 | 1.6. Providing Bus Lay Bay (14 Nos) and Easing Branching Roads (23 Nos) in km 0/0-4/850 of Hosur Inner Ring Road |
| 11 | 1.9. Providing Paver Block at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, Km 3/950-4/375 L/S, Km 3/950 - 4/275 R/S of Hosur Inner Ring Road |
| 12 | 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- III Material |
| 13 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 14 | 1.9. Providing Paver Block at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, Km 3/950-4/375 L/S, Km 3/950 - 4/275 R/S of Hosur Inner Ring Road |
| 15 | 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 |
| 16 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 17 | 1.6. Providing Bus Lay Bay (14 Nos) and Easing Branching Roads (23 Nos) in km 0/0-4/850 of Hosur Inner Ring Road |
| 18 | 1.9. Providing Paver Block at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, Km 3/950-4/375 L/S, Km 3/950 - 4/275 R/S of Hosur Inner Ring Road |
| 19 | 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 |
| 20 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 21 | 1.6. Providing Bus Lay Bay (14 Nos) and Easing Branching Roads (23 Nos) in km 0/0-4/850 of Hosur Inner Ring Road |
| 22 | 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 |
| 23 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 24 | 1.6. Providing Bus Lay Bay (14 Nos) and Easing Branching Roads (23 Nos) in km 0/0-4/850 of Hosur Inner Ring Road |
| 25 | Providing and laying of Tack coat over existing BT surface using 2.00 kg of Bitumen Emulsion RS-I per 10 sqm for preparatory to another bitumen construction over it including cost of materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete.as per clause 503 of MORTH Rev.5 |
| 26 | 1.6. Providing Bus Lay Bay (14 Nos) and Easing Branching Roads (23 Nos) in km 0/0-4/850 of Hosur Inner Ring Road |
| 27 | Providing and laying of Tack coat over Dry lean cement concrete surface using 3.00 kg of Bitumen Emulsion RS-I per 10 sqm for preparatory to another bitumen construction over it including cost of materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete.as per clause 503 of MORTH Rev.5 |
| 28 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 29 | Dense Bituminous Macadam :Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), 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 I (Table 510-7) |
| 30 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 31 | Dense Bituminous Macadam :Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), 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 510-7) |
| 32 | 1.6. Providing Bus Lay Bay (14 Nos) and Easing Branching Roads (23 Nos) in km 0/0-4/850 of Hosur Inner Ring Road |
| 33 | 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 |
| 34 | 1. Wideningfrom Two Lane to Four Lane and Strengthening at Km.0/0-4/850 of Hosur Inner Ring Road including Providing Median, Drain, Construction of Retaining Wall & CD Works |
| 35 | 1.6. Providing Bus Lay Bay (14 Nos) and Easing Branching Roads (23 Nos) in km 0/0-4/850 of Hosur Inner Ring Road |
| 36 | Dismantling the plain cement Concretein the existing bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 37 | 1.1. Reconstruction of RCC Box culvert (1x2.00mx2.00m) at 0/2 of Hosur Inner Ring Road |
| 38 | 1.2. Reconstruction of Box culverts at km 0/6 (i), 1/4, 1/6, 2/6 (i), (ii), 3/2 (i), (ii), 3/10 and Construction of Box culverts at km 0/6 (ii) & 2/2 (2.0m x 2.0m ) of Hosur Inner Ring Road |
| 39 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 40 | Dismantling the Reinforced Cement Concrete in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 41 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 42 | 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 incidental 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 Culverts, slab culvert, Minor bridge, Drain,Retaining wall 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision |
| 43 | 1.1. Reconstruction of RCC Box culvert (1x2.00mx2.00m) at 0/2 of Hosur Inner Ring Road |
| 44 | 1.2. Reconstruction of Box culverts at km 0/6 (i), 1/4, 1/6, 2/6 (i), (ii), 3/2 (i), (ii), 3/10 and Construction of Box culverts at km 0/6 (ii) & 2/2 (2.0m x 2.0m ) of Hosur Inner Ring Road |
| 45 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 46 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 47 | 1.5. Construction of Retaining Wall at km 3/4 (RHS) of Hosur Inner Ring Road |
| 48 | 1.8. Construction of RCC Drain at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, 3/520-3/600 L/S, 3/950-4/325 Both Side, 4/325-4/400 L/S of Hosur Inner Ring Road |
| 49 | 1.9. Providing Paver Block at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, Km 3/950-4/375 L/S, Km 3/950 - 4/275 R/S of Hosur Inner Ring Road |
| 50 | Earthwork excavation in soft disintegrated rock not requiring blastingexcept medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. |
| 51 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 52 | Plain Cement Concrete M15 (Nominal mix 1:2:4) using 40mm IRC size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. completefor Base course as per MORTH standard specifications 1000,1500,1700,2100. |
| 53 | 1.1. Reconstruction of RCC Box culvert (1x2.00mx2.00m) at 0/2 of Hosur Inner Ring Road |
| 54 | 1.2. Reconstruction of Box culverts at km 0/6 (i), 1/4, 1/6, 2/6 (i), (ii), 3/2 (i), (ii), 3/10 and Construction of Box culverts at km 0/6 (ii) & 2/2 (2.0m x 2.0m ) of Hosur Inner Ring Road |
| 55 | 1.8. Construction of RCC Drain at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, 3/520-3/600 L/S, 3/950-4/325 Both Side, 4/325-4/400 L/S of Hosur Inner Ring Road |
| 56 | Vibrated Cement Concrete of grade M15Nominal 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 specification for BASE COURSE Concrete for Slab Culvert, Bridge, Retaining wall, Approach slab as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 57 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 58 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 59 | 1.5. Construction of Retaining Wall at km 3/4 (RHS) of Hosur Inner Ring Road |
| 60 | Vibrated Cement Concrete of grade M15Nominal Mix 1:2:4 using 40mm hard granite broken 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 specification for BASE COURSE BELOW APPROACH SLAB as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 61 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 62 | VibratedCement Concrete of grade M20Nominal 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 specification as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision (Below Sill level) |
| 63 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 64 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 65 | 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 Substructure of Abutments, Piers and Wings, Retaining wall Above Sill Level as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 66 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 67 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 68 | 1.5. Construction of Retaining Wall at km 3/4 (RHS) of Hosur Inner Ring Road |
| 69 | VibratedCement Concrete of grade M20Nominal 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 specificationforBOX CULVERT WING WALL AND PARAPET WALLas per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 70 | 1.1. Reconstruction of RCC Box culvert (1x2.00mx2.00m) at 0/2 of Hosur Inner Ring Road |
| 71 | 1.2. Reconstruction of Box culverts at km 0/6 (i), 1/4, 1/6, 2/6 (i), (ii), 3/2 (i), (ii), 3/10 and Construction of Box culverts at km 0/6 (ii) & 2/2 (2.0m x 2.0m ) of Hosur Inner Ring Road |
| 72 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 73 | VibratedCement Concrete of grade M20Nominal Mix using 20mm 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 specificationforCENTER MEDIAN KERB WALLas per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision |
| 74 | 1.7. Providing barrier type kerb centre median & Island at km 0/0 - 4/850 of Hosur Inner Ring Road |
| 75 | 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 Drain as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision |
| 76 | 1.1. Reconstruction of RCC Box culvert (1x2.00mx2.00m) at 0/2 of Hosur Inner Ring Road |
| 77 | 1.2. Reconstruction of Box culverts at km 0/6 (i), 1/4, 1/6, 2/6 (i), (ii), 3/2 (i), (ii), 3/10 and Construction of Box culverts at km 0/6 (ii) & 2/2 (2.0m x 2.0m ) of Hosur Inner Ring Road |
| 78 | 1.8. Construction of RCC Drain at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, 3/520-3/600 L/S, 3/950-4/325 Both Side, 4/325-4/400 L/S of Hosur Inner Ring Road |
| 79 | 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, 2100 & 2300 of MORTH Vth Revision |
| 80 | 1.1. Reconstruction of RCC Box culvert (1x2.00mx2.00m) at 0/2 of Hosur Inner Ring Road |
| 81 | 1.2. Reconstruction of Box culverts at km 0/6 (i), 1/4, 1/6, 2/6 (i), (ii), 3/2 (i), (ii), 3/10 and Construction of Box culverts at km 0/6 (ii) & 2/2 (2.0m x 2.0m ) of Hosur Inner Ring Road |
| 82 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 83 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 84 | 1.8. Construction of RCC Drain at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, 3/520-3/600 L/S, 3/950-4/325 Both Side, 4/325-4/400 L/S of Hosur Inner Ring Road |
| 85 | 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 Bed Block cum Dirt Wall for slab culvert as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision |
| 86 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 87 | 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 slab culvert Deck Slabas per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision |
| 88 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 89 | 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 Approach slab for minor bridge as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision |
| 90 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 91 | Vibrated Reinforced Cement Concrete of grade M30 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 Bed Block cum Dirt Wall for minor bridge as per clause 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision |
| 92 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 93 | VibratedReinforced Cement Concrete of grade M30 Design MixusingISS 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 including all other incidental charges etc; complete as per relevant standard specifications, for minor bridge DECK SLAB |
| 94 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 95 | Vibrated Cement Concrete of grade M30 Design Mix using IRC size HBG metal including cost and conveyance of all materials to site and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Deck slab and Approach slab as per clause 1000, 1500, 1700, 2100, 2200 & 2702 of MORTH Vth Revision |
| 96 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 97 | Fabrication, supply and fixing in position of Grating at fixing at Drainage wall using M.S. angle of size 25 x 25 x5 mm for frame and Special type of Hold fast welded to the frame fixed at centre for wall and fxing the 8mm RTS barincluding necessary dismantling, making holes in RCC/PCC walls wherever necessary with power drill to the extend required and made good to the original conditions after fixing as directed by the departmental officers. |
| 98 | 1.8. Construction of RCC Drain at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, 3/520-3/600 L/S, 3/950-4/325 Both Side, 4/325-4/400 L/S of Hosur Inner Ring Road |
| 99 | Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix,using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including 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 RCC CRASH BARRIERS OVER DECK SLAB |
| 100 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 101 | 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 Side wall, Body wall, Wing wall in Culvert and Abutment and Wings is minor bridge as per clause 2700 of MORTH Vth Revision |
| 102 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 103 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 104 | Providing and fixing 110mm 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 Side wall, Body wall, Wing wall in Culvert and Abutment and Wings is minor bridge as per clause 2700 of MORTH Vth Revision |
| 105 | 1.5. Construction of Retaining Wall at km 3/4 (RHS) of Hosur Inner Ring Road |
| 106 | Providing and fixing kraft paper for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete. As per clause 2100 & 2300 of MORTH Vth Revision |
| 107 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 108 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 109 | M.Sand Filling for laying Paver Blockincluding cost and conveyance to work sitehanding charges and 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 MORTHVth Revision |
| 110 | 1.9. Providing Paver Block at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, Km 3/950-4/375 L/S, Km 3/950 - 4/275 R/S of Hosur Inner Ring Road |
| 111 | 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 MOST\"s (Roads Wing) specifications for Roads and Bridges \" Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete. |
| 112 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 113 | Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete. |
| 114 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 115 | Supply and fixing of 80 mm thickVibro compacted M50 grade heavy duty road paver interlocking block with embeded with super embedded unskids texture design making the international standard size with zig zag desidn for hipper interlocking capacity rate inclusive of materials, transporting to the worksite from the factory and labour charges for laying, compactiong with paver vibrator and inclusive of taxes as per clause 410 of Morth Vth Revision and as directed by the departmental officers etc.,complete |
| 116 | 1.9. Providing Paver Block at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, Km 3/950-4/375 L/S, Km 3/950 - 4/275 R/S of Hosur Inner Ring Road |
| 117 | Filling behind Abutments and Wings with earth 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 |
| 118 | 1.1. Reconstruction of RCC Box culvert (1x2.00mx2.00m) at 0/2 of Hosur Inner Ring Road |
| 119 | 1.2. Reconstruction of Box culverts at km 0/6 (i), 1/4, 1/6, 2/6 (i), (ii), 3/2 (i), (ii), 3/10 and Construction of Box culverts at km 0/6 (ii) & 2/2 (2.0m x 2.0m ) of Hosur Inner Ring Road |
| 120 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 121 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 122 | 1.5. Construction of Retaining Wall at km 3/4 (RHS) of Hosur Inner Ring Road |
| 123 | 1.7. Providing barrier type kerb centre median & Island at km 0/0 - 4/850 of Hosur Inner Ring Road |
| 124 | 1.8. Construction of RCC Drain at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, 3/520-3/600 L/S, 3/950-4/325 Both Side, 4/325-4/400 L/S of Hosur Inner Ring Road |
| 125 | Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete. |
| 126 | 1.3. Widening of RCC Slab Culvert at km 1/10 & 2/8 of Hosur inner Ring Road |
| 127 | 1.4. Widening of Minor Bridge (Both Side) at km 3/4 of Hosur Inner Ring Road |
| 128 | Removal of Excavated Box cut earth from work site within an average lead of 5km complying with standard specification etc., complete disposal of cut earth with an average lead of 5 Km |
| 129 | 1.9. Providing Paver Block at Km 0/6-0/850 L/S, Km 0/600-1/015 R/S, Km 3/950-4/375 L/S, Km 3/950 - 4/275 R/S of Hosur Inner Ring Road |
| 130 | Painting two coats with mixed synthatic enamel paint of first class quality paint and of approved colour over a priming coat,including through scrapping, clean removal of dirt,etc, complete and including necessary palster of paint, putty wherever required complete as directed by the departmental officers. |
| 131 | 1.7. Providing barrier type kerb centre median & Island at km 0/0 - 4/850 of Hosur Inner Ring Road |
| 132 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 133 | Basic cost of value put to tender as per estimate |
| 134 | Add GST at 18% |
| 135 | Total Value put to Tender |
| 136 | Negotiated Percentage |
| 137 | Final Negotiated Value |
| 138 | Add GST at 18% of Final Negotiated Value |
| 139 | Total Value of Contract Including 18% of GST |
| 140 | Basic cost of value put to tender as per Estimate |
| 141 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
