SCPAR 19-20- Bodinayakkanur Block - Package No. 5

Amount

Clearing Scrub Jungle with uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all labour charges etc., complete.

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

Picking the existing metal surface 7.5 cm much removing the picked up stuff to the sides, collection all useful metal leveling and sectioning top camper power roller ansolidation by power roller etc.,

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 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) Rate for 10sqm

Applying tack coat over the WBM. surface using Emulsion Bitumen of 4.00 kgs/10 sqm including cost of buituminous emnulsion which will be supplied departmentally at sectiojn stores cost of which will be recovered herewith including conveyance of bitumen emulsion to actual workspot handling charges for brushing cleaning and including labour chartes for preparing the surface for laying tackcoat and labour for applying the requikred quantity of bitumen emulsion using towed or self propelled bitumen pressure sprayer charges for rools and plants employed for the working including all other incidental charges such as barricading and providing danger light flags, etc., complete as per standard specification No. 503 of MOST - 10 sqm

Providing and laying Premix carpet with seal coat type A for 20MM thickness using 0.18 cum of 13.20mm IRC Machine crushed metal and 0.09 cum of 11.20mm IRC Machine crushed metal with 14.60 kgs of bitumen for premixing 10 sqm of premix carpet and 0.09 cum

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

Supplying of km stone etc 1.65x0.45x0.15

Supplying of HM stone etc 0.75 x 0.23x0.10

Sign Board

Towords the charges for GI Name board

Drainage Work at Ch 0/100

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with

Plain Cement Concrete 1:4:8 Using 40 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.

Cenetering Shuttering including necessary support for plane surface in foundation and Basement and in all floors usingmild steel sheets of size 90x60 cm and 10 gauge stiffened , welded with steel angles of size 25mmx 25mmx3mm for boarding laid over silver

Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification

Plastering with CM 1 : 5 mix using 12 mm thick including cost and conveyance of all materials to site and all other labour charges including curing etc., as per standard specification

Retaining wall Ch.1/4-2/0

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with

Plain Cement Concrete 1:4:8 Using 40 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.

Cenetering Shuttering including necessary support for plane surface in foundation and Basement and in all floors usingmild steel sheets of size 90x60 cm and 10 gauge stiffened , welded with steel angles of size 25mmx 25mmx3mm for boarding laid over silver

Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification

Retaining wall Ch.2/0-3/0

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with

Plain Cement Concrete 1:4:8 Using 40 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.

Cenetering Shuttering including necessary support for plane surface in foundation and Basement and in all floors usingmild steel sheets of size 90x60 cm and 10 gauge stiffened , welded with steel angles of size 25mmx 25mmx3mm for boarding laid over silver

Plain Cement Concrete in CM 1 : 3 : 6 mix using 40 mm gauge hard brocken granite stone jellay for foundation including watering wherever necessary and laid in layers not more than 15 cm thick compacting et., complete complying with standard specification

1.50m SpanCulvert at Ch 0/210km

Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation

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

Centering and shuttering charges for Culvert side work including cost and conveyance of all labour charges

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

Supply and errection of Centering for sides and soffits with M.S.Sheet and country Wood Props including hire charges for materials and all labour charges etc., complete

Supply and fabrication of steel including cost and conveyance of steel to site and cost of binding wire including all labour charges for cutting, bending,tying and forming grills for all works

CC 1:2:4 mix using 20 mm ISS metal including cost and conveyance if all materials to site and all labour charges for mixing laying finishing and curing etc., completed.

RCC 1:1 1/2 :3 mix using 20 mm ISS metal including cost and conveyance if all materials to site and all labour charges for mixing laying finishing and curing etc., completed.

Supply and filling of Red gravel from local quary with average lead of 1 Km including cost of meterails to side and all other labour charges as per standard specification etc.

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}

G MURALIDARAN