Upgradation/Strengthening of roads - 3 nos. in Package no. TNRRIS-04/2019-20 at Kariapatti Block of Virudhunagar District under TNRRIS- 2019-20

Amount

Part- 1 :- Improvements to the Road from Chatrapuliyankulam to S.Kadambankulam road KM 0/0 to 1/990

Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).

Earth work excavation and depositing on back with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method)

Providing and laying TACK COAT over the WBM surface using 4 Kg of RS-1 bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete

Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 13.432Kg of Bitumen with 1.168 Kg of Plastic waste for pre-mixing 10 sqm of pre-mix carpet and laying Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete

Providing Hecta Metre stone size 0.90X0.15X0.15m

Providing of Kilo Metre stone size 1.65mX0.45mX0.15m

Provision for Caution board

Provision for Sign board

Provision for Name board

CD Works-1 :- Construction of 3.0 m span RCC Slab culvert @ Km 1/1

Earth work excavation in all clauses of soil with initial lead of 10 m and initial lift 2 m except hard rock, blasting, etc., complete as per standard specification.

Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Cement concrete 1:4:8 mix using 40 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification.

Cement concrete 1:3:6 mix using 40 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification.

Cement concrete 1:2:4 mix using 20 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification.

RCC 1:11/2:3 mix using 20 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification.

Supplying and fabrication of steel for R.C.C. works including all cost and conveyance of materials, labour charges such as cutting, bending, tying and placing in position, etc., complete as per standard specification.

Supplying and erecting centering shuttering with necessary supports including cost and conveyance and all labour charges etc.

Above G.L.

Below G.L.

Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Protective Works :- Construction of Toe wall @ 1/241-1/720 & 1/850-1/925 Km (RHS)

Earth work excavation in all clauses of soil with initial lead of 10 m and initial lift 2 m except hard rock, blasting, etc., complete as per standard specification.

Cement concrete 1:4:8 mix using 40 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification.

Cement concrete 1:3:6 mix using 40 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification.

Supplying and erecting centering shuttering with necessary supports including cost and conveyance and all labour charges etc.

Part- 2 :- Panikurippu to Chokkampatti Road Km 0/0-1/200 (New Technology - CMR Bit Plast)

Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).

Earth work excavation and depositing on back with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.

Picking 5cm to 10cm old metalled Surface and Sectioning etc. complete

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Applying PRIMECOAT over WBM/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion ncluding cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

Providing and laying TACK COAT over the Bituminous Surface using 2.5 Kg of RS-1 bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

20mm thick Open-Graded Premix Carpet using CMR BIT PLAST Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using using CMR bit plast bitumen binder(8 % waste plastic impregnated to Bitumen (S-65) @ 13.432 kg per 10 sqm) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

20mm thick Open-Graded Premix Carpet using CMR BIT PLAST Binder Providing and laying seal coat using CMR bit plast bitumen binder(8 % waste plastic @ 0.784 kg/10 sqm impregnated to Bitumen (S-65) @ 9.016 kg per 10 sqm) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Providing Hecta Metre stone size 0.90X0.15X0.15m

Providing of Kilo Metre stone size 1.65mX0.45mX0.15m

Provision for Caution board

Provision for Sign board

Provision for Name board

Causeway Wearing Coat @ 445-458m Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade)

Part- 3 :- Mustakuruchi to Desiganenthal Road Km 0/0-1/025 (New Technology - CMR Bit Plast)

Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).

Earth work excavation and depositing on back with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete.

Picking 5cm to 10cm old metalled Surface and Sectioning etc. complete

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Applying PRIMECOAT over WBM/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion ncluding cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

Providing and laying TACK COAT over the Bituminous Surface using 2.5 Kg of RS-1 bituminous emulsion for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

20mm thick Open-Graded Premix Carpet using CMR BIT PLAST Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using using CMR bit plast bitumen binder(8 % waste plastic impregnated to Bitumen (S-65) @ 13.432 kg per 10 sqm) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.

20mm thick Open-Graded Premix Carpet using CMR BIT PLAST Binder Providing and laying seal coat using CMR bit plast bitumen binder(8 % waste plastic @ 0.784 kg/10 sqm impregnated to Bitumen (S-65) @ 9.016 kg per 10 sqm) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Providing Hecta Metre stone size 0.90X0.15X0.15m

Providing of Kilo Metre stone size 1.65mX0.45mX0.15m

Provision for Caution board

Provision for Sign board

Provision for Name board

CD Works-1 :- Construction of Single row pipe culvert @ Km 0/920

Earth work excavation in all clauses of soil with initial lead of 10 m and initial lift 2 m except hard rock, blasting, etc., complete as per standard specification.

Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Cement concrete 1:4:8 mix using 40 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification.

Cement concrete 1:3:6 mix using 40 mm ISS HBG metal including all cost and conveyance of materials, labour charges such as compaction, curing, etc., complete as per standard specification.

Supplying and erecting centering shuttering with necessary supports including cost and conveyance and all labour charges etc.

Supply and fixing of 0.90m RCC Hume pipe-NP3 of 2.50m length including cost for conveyance and labour charges etc. complete

GST Amount for providing Service to Government Contract Works for the above Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

P GANESAN