Strengthening the Appadurai Thiruvai Amman kovil to Esanakorai thandankorai Road km0/0-1.84 R 232 package 4i Thiruvai Amman kovil to Esanakorai thandankorai Road km0/0-1.84.R 232 Package 4

Amount

STRENGTHENING THE ROAD FROM THIRUVAYEE AMMAN KOVIL TO ESANAKORAI ROAD KM 0/0 -1/900 (R232)LALGUDI BLOCK - Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201 in all etc complete. KM 0/0-1/900

Picking the existing mettaled surface and sectioning including all labour charges etc, complete. KM 0/0-1/900

Providing laying and compacting U.S Gravel material on prepared sub-grade in accordance with the requirements of the specification.The materials shall be laid in one or more layers as sub-base as necessary according to lines. grades and cross sections hown inthe drawing or as directed by the Engineer. Gravelling for Hard Shoulders.KM 0/0-1/00

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. km 0/0-1/000

Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.km 0/0 -1/00

Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete km 0/0 - 1/000

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 KM 0/0-1/000

Provision for Name Board Charges

Provision for 60 Cm Equilaterak triangle cautionary signboard

Provision for 60cm Circule Mandatory Sigh Board

Provision for Chevron sigh 90cm octogon (Curves)

Provision for Reflector (Near Culvert & Tree)- Star Sign sticker

Provision for HM Stone

Provision for KM Stone

Provision for Photographic Charges

Provision for Road Marker/ Road Stud With Lens Reflector

Provision for Road Marking with Hot Applied ThermoplasticComponand With Reflectorising Glass Beads On Bituminous Surface

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 Retaining Wall Ch-50- Ch-118m

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 Ch-50- Ch-118m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-50- Ch-118m

Centering charges for the wall sides and deck slab sides to site including labour charges Ch-50- Ch-118m

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-50- Ch-118m

Wheep holes in Retaining Wall Ch-50- Ch-118m

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 Retaining Wall Ch-200- Ch-300m

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 Ch-200- Ch-300m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-200- Ch-300m

Centering charges for the wall sides and deck slab sides to site including labour charges Ch-200- Ch-300m

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-200- Ch-300m

Wheep holes in Retaining Wall Ch-200- Ch-300m

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 Retaining Wall Ch-320- Ch-400m

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 Ch-320- Ch-400m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-320- Ch-400m

Centering charges for the wall sides and deck slab sides to site including labour charges Ch-320- Ch-400m

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-320- Ch-400m

Wheep holes in Retaining Wall Ch-320- Ch-400m

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 Retaining Wall Ch-415- Ch-446m

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 Ch-415- Ch-446m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-415- Ch-446m

Centering charges for the wall sides and deck slab sides to site including labour charges Ch-415- Ch-446m

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-415- Ch-446m

Wheep holes in Retaining Wall Ch-415- Ch-446m

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 Retaining Wall Ch-900- Ch-975m

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 Ch-900- Ch-975m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-900- Ch-975m

Centering charges for the wall sides and deck slab sides to site including labour charges Ch-900- Ch-975m

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-900- Ch-975m

Wheep holes in Retaining Wall Ch-900- Ch-975m

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 Retaining Wall Ch-1100- Ch-1130m

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 Ch-1100- Ch-1130m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-1100- Ch-1130m

Centering charges for the wall sides and deck slab sides to site including labour charges Ch-1100- Ch-1130m

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-1100- Ch-1130m

Wheep holes in Retaining Wall Ch-1100- Ch-1130m

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 Retaining Wall Ch-1500- Ch-1565m

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 Ch-1500- Ch-1565m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed .Ch-1500- Ch-1565m

Centering charges for the wall sides and deck slab sides to site including labour charges Ch-1500- Ch-1565m

Cement concrete 1 : 3 : 6 mix using 40mm HBG metal for foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete Ch-1500- Ch-1565m

Wheep holes in Retaining Wall Ch-1500- Ch-1565m

Towards the charges for routline maintenance of the road work executed under NABARD XXX 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)

S SIVAPRAKASH BABU (BID ID -1235225)

N JOTHIMANI (BID ID -1235076)

R MURUGAN (BID ID -1226445)