Upgradation and Strengthening of roads 5 Nos in Package No TN 30-03 in Sendurai Block of Ariyalur District under Scheme Component of Pooled Assigned Revenue 2019-20

Amount

1. Upgradation of the road from Chokkanathapuram to Palaiyur road Km 0/0 - 0/970 Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A

Picking the existing metal surface and compacted by power roller etc complete..(0/0-0/250)

Providing and Laying Gravel to 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 - II (75mm to 22.40mm) IRC HBGmetal 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 (Mix -in - place method)

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 WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer 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 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately 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

Provision for Hm stone

Provision for Name board

2. Upgradation of the road from Nallampalayam chettitheru to Mayanam road Km 0/0 - 0/760 Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A

Picking the existing metal surface and compacted by power roller etc complete..

Providing and Laying Gravel to 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 - II (75mm to 22.40mm) IRC HBGmetal 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 (Mix -in - place method)

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 WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer 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 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately 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

Dismantling RCC 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges etc complete. (Culvert @ Ch 0m)

Dismantling Random rubble masonry in CM 1:5 mix with simultaneous pointing including cost and conveyance of all materials to site and all labour charges etc complete for 10 cum (Culvert @ Ch 0m)

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B for foundation

Culvert @ Ch 0m

Drainage

Supplying and Filling with good river sand including cost and conveyance to the site and all labour charges etc., complete

Culvert @ Ch 0m

Drainage

Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Culvert @ Ch 0m

Drainage

Cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Culvert @ Ch 0m

Drainage

Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Below Ground Level)

Culvert @ Ch 0m

Drainage

Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Deck Slab & Bed Block)

Culvert @ Ch 0m

Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works

Culvert @ Ch 0m

Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Culvert @ Ch 0m

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete

Culvert @ Ch 0m

Plastering in CM 1:5 to 12mm thick including cost and conveyance of all materials to site and all labour charges etc complete

Drainage

Provision for Tar paper

Culvert @ Ch 0m

Provision for Expansion joint

Culvert @ Ch 0m

Gravel filling between body wall including cost and conveyance of gravel labour charges

Culvert @ Ch 0m

Provision for Abutment PVC seepage pipes

Culvert @ Ch 0m

Provision for Hm stone

Provision for Name board

3. Strengthening of the road from Ponparappi Karapatti to Adhikurithan road Km 0/0 - 0/900 Picking the existing metal surface and compacted by power roller etc complete..

Providing and Laying Gravel to 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 - II (75mm to 22.40mm) IRC HBGmetal 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 (Mix -in - place method)

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 WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer 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 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately 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

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B for foundation

RCC Culvert @ Ch 50m

Drainage

Supplying and Filling with good river sand including cost and conveyance to the site and all labour charges etc., complete

RCC Culvert @ Ch 50m

Drainage

Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

RCC Culvert @ Ch 50m

Drainage

Cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

RCC Culvert @ Ch 50m

Drainage

Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Below Ground Level)

RCC Culvert @ Ch 50m

Drainage

Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Deck Slab & Bed Block)

RCC Culvert @ Ch 50m

Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works

RCC Culvert @ Ch 50m

Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

RCC Culvert @ Ch 50m

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete

RCC Culvert @ Ch 50m

Plastering in CM 1:5 to 12mm thick including cost and conveyance of all materials to site and all labour charges etc complete

Drainage

Provision for Tar paper

RCC Culvert @ Ch 50m

Provision for Expansion joint

RCC Culvert @ Ch 50m

Gravel filling between body wall including cost and conveyance of gravel labour charges

RCC Culvert @ Ch 50m

Provision for Abutment PVC seepage pipes

RCC Culvert @ Ch 50m

Provision for Hm stone

Provision for Name board

4. Strengthening of the road from Thalavai road to Sivaramapuram colony road Km 0/0 - 0/560 Clearing the Scrub jungle including removal from site, disposal by buring etc., complete as directed by the departmental officers

Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A

Picking the existing metal surface and compacted by power roller etc complete..

Providing and Laying Gravel to 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 - II (75mm to 22.40mm) IRC HBGmetal 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 (Mix -in - place method)

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 WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer 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 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately 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

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B for foundation

Drainage

Supplying and Filling with good river sand including cost and conveyance to the site and all labour charges etc., complete

Drainage

Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Drainage

Cement concrete 1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Drainage

Supplying and erecting steel centering for sides and soffits etc complete complying with standard specifications.(Below Ground Level)

Drainage

Plastering in CM 1:5 to 12mm thick including cost and conveyance of all materials to site and all labour charges etc complete

Drainage

Provision for Hm stone

Provision for Name board

5. Strengthening of the road from Kumiliyam East street road Km 0/0 - 0/500 Picking the existing metal surface and compacted by power roller etc complete..

Providing and Laying Gravel to 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 - II (75mm to 22.40mm) IRC HBGmetal 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 (Mix -in - place method)

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 WBM surface at 4.00 Kg of RS-1 Bitumen Emulsion /10 sq.m including labour for spraying, hire charges for bitumen sprayer 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 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately 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

Provision for Hm stone

Provision for Name board

GST Amount for providing Service to Government Contract Works for the above Construction 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}

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