Erode District - Improvements the 1 nos road in Package No. TN 12-54 of Sathyamangalam Block under MGSMT 75 percentage 2022-23

Amount

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. In Area of Thorny Jungle Km.0/000-3/595

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 0m and lift of 2m including all labour charges and incidental charges such as shoring strutting providing coffer dams bailing out of water as per 20A

Providing and laying including cost and 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 at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

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.

Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m 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 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 Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. 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.

Bituminous Concrete 25mm thick

Providing the retaining wall @ Ch 5640

Earth work excavation & Deposting on bank with initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales murram gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B including all other incidental charges such as

CC 1:4:8 mix using 40mm ISS Size hard grainte broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special condition appended and conveyance of the same from

CC 1:3:6 mix using 40mm ISS Size hard grainte broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special condition appended and conveyance of the same from

Supplying and erecting centering are strutting including necessary supports for place surface for RCC column fottings and pedestal beems crtitical pears etc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of singles 10cm -6.5cm space of 75 cm centre to centre completed complying with standard specification

Providing Hard Bed @ ch 440

Earth work excavation & Deposting on bank with initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales murram gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B including all other incidental charges such as

Supplying and erecting centering are strutting including necessary supports for place surface for RCC column fottings and pedestal beems crtitical pears etc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of singles 10cm -6.5cm space of 75 cm centre to centre completed complying with standard specification

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity 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 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 2

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

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

Cement Concrete 1:1.2:2.4 (M30) mix using 20mm -10mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc, complete for 1cum

Supplying and fixing of Bitmun Pad

Providing Hard Bed @ ch 530

Earth work excavation & Deposting on bank with initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales murram gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B including all other incidental charges such as

Supplying and erecting centering are strutting including necessary supports for place surface for RCC column fottings and pedestal beems crtitical pears etc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of singles 10cm -6.5cm space of 75 cm centre to centre completed complying with standard specification

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity 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 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 2

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

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

Cement Concrete 1:1.2:2.4 (M30) mix using 20mm -10mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc, complete for 1cum

Supplying and fixing of Bitmun Pad

Providing Hard Bed @ ch 620

Earth work excavation & Deposting on bank with initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales murram gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B including all other incidental charges such as

Supplying and erecting centering are strutting including necessary supports for place surface for RCC column fottings and pedestal beems crtitical pears etc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of singles 10cm -6.5cm space of 75 cm centre to centre completed complying with standard specification

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity 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 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 2

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

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

Cement Concrete 1:1.2:2.4 (M30) mix using 20mm -10mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc, complete for 1cum

Supplying and fixing of Bitmun Pad

Providing Hard Bed @ ch 1800

Earth work excavation & Deposting on bank with initial lead of 10m and lift & 2m in hard stiff clay, stiff black cotton hard red earth shales murram gravel stoney earth and earth mixed with small size boulder and in hard gravelly soils per SS 20B including all other incidental charges such as

Supplying and erecting centering are strutting including necessary supports for place surface for RCC column fottings and pedestal beems crtitical pears etc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of singles 10cm -6.5cm space of 75 cm centre to centre completed complying with standard specification

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity 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 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 2

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

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

Cement Concrete 1:1.2:2.4 (M30) mix using 20mm -10mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc, complete for 1cum

Supplying and fixing of Bitmun Pad

Providing Hard Bed @ ch 3800

Supplying and erecting centering are strutting including necessary supports for place surface for RCC column fottings and pedestal beems crtitical pears etc., using mild steel angles of sizes 90x60x10cm gauge stiffness welded mild steel angles of sizes 25x25x3mm for boarding laying over silver oak joists of singles 10cm -6.5cm space of 75 cm centre to centre completed complying with standard specification

Cement Concrete 1:1.2:2.4 (M30) mix using 20mm -10mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc, complete for 1cum

Supplying and fixing of Bitmun Pad

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

KM Stone Reinforced cement concrete M15 grade kilometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703

Hm stone(Precast)

Providing and fixing of cautionary, mandatory and informatory sign board

60 Cm Equilateral triangle (Cautionary) sign Board

60 Cm Circular (Mandatory) sign Board

Reflector

Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Provision of 15nos rumble strips covered with premix bitumenous carpet 15-20m high at centre 250mm wide placed at 1m centre to centre at approved locations to control speed marked with white strips of road marking paint

Providing and fixing Name Board and Citizen Information Board

Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

POOMIKA INFRA DEVELOPER SATHY