strengthening the Road from Puthur to A.Karupampatty road,Uppliyapuram Block,Tiruchirappalli District under NABARD XXXI 2025-26,Pkg12

Amount

Strengthening of the Puthur to A.Karuppampatty Road KM 0/0 - 1/500 (R – 46 PUR) Clearing 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 - 1/500

Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers Km 0/0 - 1/740

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 - 1/500

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 - 0/0 - 1/500

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 - 0/0 - 1/500

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 - 0/0 - 1/500

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 - 1/500

Retaining Wall CH 780 - 830 m right side 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.

Collection and supply of sand and filling in to the basement including cost and all labours charges etc complete

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

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

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

Provision for Weep Holes

Retaining Wall CH 900 - 915 m left side 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.

Collection and supply of sand and filling in to the basement including cost and all labours charges etc complete

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

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

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

Provision for Weep Holes

Retaining Wall CH 1360-1410 m right side and CH 1450-1500 Right side 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.

Collection and supply of sand and filling in to the basement including cost and all labours charges etc complete

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

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

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

Provision for Weep Holes

Cross drain Culvert @ CH 1375 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.

Collection and supply of sand and filling in to the basement including cost and all labours charges etc complete

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

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

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

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.

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 wherev

Plastering with cement mortar 1:4 mix to 20mm thick

Provision for 60cm equilateral triangle sign board

Provision for HM Stones etc

Provision for Km Stones etc

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

K SARAVANAN (BID ID -1378943)