Strengthening the Govindapuram - Otharasu Road Km 0/0-2/60.R40 Package no 29

Amount

Strengtherning of Road From Govindapuram -Otharasu Road KM 0/0-2/60 (R – 40 PUR) Package 29Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. Km 0/0 - 2/60

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M 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 Km 0/0 - 2/60

Picking up existing BT surface upto 5 to 10 cm of old metalled surface ,cambering ,sectioning of carriage way etc., completed Km 0/0 - 2/60

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 Km 0/0 - 1/0

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 - 1/30

Providing and laying of Prime Coat using Emulsion (SS1) at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. Km 0/0 - 1/0

Providing and laying Tack coat over WMM surface using 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.marea including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat Km 0/0 - 1/30

BITUMINOUS CONCRETE 25 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 - 1/30

Providing and Laying of Hot applied Thermoplastic compound 2.50 mm thick including reflectorising glass beads @ 250 gms per area , thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC:35. The Finished surface to be level uniform and free from streaks and holes etc., complete as per MORT & H specfication No.803 Km 0/0 - 1/30

1.50m Span RCC Slab Culvert @ CH 160 M Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with intial lead and lift asper SS 20 B including shoring baling out water where necessary etc. complete for foundation.

Ch 550 -1.50 Span RCC Slab Culvert

CC 1:4:8 mix using 40metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum CH 160 M

Ch 550 -1.50 Span RCC Slab Culvert

CC 1:3: 6 mix using 40 metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum CH 160 M

Ch 550 -1.50 Span RCC Slab Culvert

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. CH 160 M

Ch 550 -1.50 Span RCC Slab Culvert

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.CH 160 M

Ch 550 -1.50 Span RCC Slab Culvert

RCC 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs CH 160 M

Ch 550 -1.50 Span RCC Slab Culvert

Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. CH 160 M

Ch 550 -1.50 Span RCC Slab Culvert

Cost , supply and erection of steel centering for sides and soffits of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete CH 160 M

Ch 550 -1.50 Span RCC Slab Culvert

Above GLCH 160 M

Ch 550 -1.50 Span RCC Slab Culvert

Providing Weep Holes Arrangements

Providing 20mm Bitumen felt pad

Providing Tar pad

Colletion and supply of gritty gravel fromappd qurry includig co and coveyance of all meterials to site including all labour charges for filing etc.compete,

5.00m Span RCC Slab Culvert @ CH 1100 M Earth work excavation in all classes of soils except hard rock requiring blasting soils such as hard stiff clay ordinary gravel etc., with intial lead and lift asper SS 20 B including shoring baling out water where necessary etc. complete for foundation.

CC 1:4:8 mix using 40metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum CH 1100 M

CC 1:3: 6 mix using 40 metal including cost and conveyance of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete -10 cum CH 1100 M

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. CH 1100 M

Cement concrete 1 : 2 : 4 mix using 20mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.CH 1100 M

RCC 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs CH 1100 M

Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification. CH 1100 M

Cost , supply and erection of steel centering for sides and soffits of all labours charges etc complete and conveyance of all materials to site and all labour charges etc complete CH 1100 M

Above GLCH 160 M

Providing Weep Holes Arrangements

Providing 20mm Bitumen felt pad

Providing Tar pad

Colletion and supply of gritty gravel fromappd qurry includig co and coveyance of all meterials to site including all labour charges for filing etc.compete,

Provision for HM Stones etc

Provision for Km Stones etc

Provision for Road Stud with Reflector

Provision for 60cm Equilateral triangle cautionary signboard

Provision for Name Board etc complete.

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)

N PERUMAL (BID ID -1231634)