Strengthening of 1 road in Thottiyam Block in Tiruchirapplli District under NABARD RIDF XXIX 2023-24 Package No.3

Amount

Strengthening of Road from Thottiyam -Kattuputhur road to Kaduvetti (Via Valiyamamaram )road Km 0/0 - 3/600 (R.Code : R-18) 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

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

Picking the existing mettaled surface and sectioning including all labour charges etc, complete.

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 side berms 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 0/000 - 1/000

Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM/WBM surface preparatory to another bituminous construction over it. KM 0/0-1/0

Providing and laying Tack coat over WMM/WBM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., KM 0/0-1/0

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., i 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 0/0-1/00

Road marking by providing and layimg of hot thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gms per sqm area, thickness of 2.5mm exclusinve of surface applied galss beads as per IRC:35. The finished surface to be level, uniform free from streaks.

Supplying and fixing Kilometer Metre stones including painting and lettering as directed by the departmental officers etc., complete

Supplying and fixing Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete

60 Cm Equilateral Triangle Cautionary SignBoard

60 Cm Circle Mandatory Sign

Supplying and fixing Name board, Logo Board, Citizen Information Board including painting and lettering as directed by the departmental officers etc., complete

Construction of 5.00 m Span Culvert at CH 3230 m 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

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

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 3230

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 complying with standard specifications and as directed .Ch 3230

Reinforced Cement concrete 1:1.5:3 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 including centering and shuttering.Ch 3230

Reinforced Cement concrete 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 shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.Ch 3230

suplying Erection and centering for sides and soffits including necessary supports & structing upto 3.29 ht for plane surface in all flooring with all cross bracing in etc.,Ch 3230

suplying Erection and centering for sides and soffits including necessary supports & structing upto 3.29 ht for plane surface in all flooring with all cross bracing in etc.,Ch 3230

Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works Ch 3230

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab Ch 3230

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site,labour charges for fixing the same in the correct position and all other incidental charges etc., Complete Ch3230

Providing Weepholes in brick masontry/ stone masontry Plain Ch 3230

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

Construction of Culvert at CH 3400 m 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

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 3.400

suplying Erection and centering for sides and soffits including necessary supports & structing upto 3.29 ht for plane surface in all flooring with all cross bracing in etc.,Ch 3400

suplying Erection and centering for sides and soffits including necessary supports & structing upto 3.29 ht for plane surface in all flooring with all cross bracing in etc.,Ch 3400 with support

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 complying with standard specifications and as directed .Ch 3400

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 including centering and shuttering.Ch 3400

Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length, bending to shape and tying in position and forming grills for all R.C.C works Ch 3400

Reinforced Cement concrete 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 shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.Ch 3400

Providing Weepholes in brick masontry/ stone masontry Plain Ch 3400

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab Ch 3400

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site,labour charges for fixing the same in the correct position and all other incidental charges etc., Complete Ch3400

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Construction of Retaining wall at CH 3000 m 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

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 3.400

suplying Erection and centering for sides and soffits including necessary supports & structing upto 3.29 ht for plane surface in all flooring with all cross bracing in etc.,Ch 3400 with support

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 complying with standard specifications and as directed .Ch 3400

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

THANGAM BUILDERS