NABARD RIDF XXX 2024 2025

Amount

Earth Work excavation of all soil including the cost and conveyance as per the specification SS.20.B

Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH

Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - IV No. 111,112,401,900

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam 200mm (WMM ) soecification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

Providing and laying of prime coat using emulsion at the rate of 7 Kg per ten square meter over the WMM surface including cost of emulsion and labour charges for preparing the surface for laying the tack coat and applying the required quantity of emultion for tack coat by sprayer etc. complete complying with standard specifications as per relevatn MORTH specifications.

Providing and laying of tack coat using emulsion at the rate of 2.5 Kg per ten square meter over the WMM surface including cost of emulsion and labour charges for preparing the surface for laying the tack coat and applying the required quantity of emultion for tack coat by sprayer etc. complete complying with standard specifications as per relevatn MORTH specifications.

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5

Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Clearing and Grubbing by Light Jungle removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness as rubbish including all other incidental charges etc., complete as per Morth Specification 111,112,201.

upkeeping for 1st year ( 50%)

upkeeping for 2nd year (60%)

upkeeping for 3rd year (60%)

upkeeping for 4th year (60%)

upkeeping for 5th year (60%)

Earth work excavation and deposting on bank with initial lead of 10m & intial 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 SS20A for making up the berms. as per clause 111, 112, 201, 202, 301 to 305 & 900 of Morth Vth Revision

Earthen drain

upkeeping for 1st year ( 40`%)

upkeeping for 2nd year (40%)

upkeeping for 3rd year (40%)

upkeeping for 4th year (40%)

upkeeping for 5th year (40%)

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20kg/sqm on the prepared bituminous granular surface cleaned with mechanical broom as per clause 503

4 th year 3%

5 th year 5%

Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 mm & below with 50.30 kgs of 60/70 Grade Bulk bitumen cost and conveyance of all materials to CMP site, heating the bitumen and aggregated to required temperature and mixing them in required temperature in cental hot mix plant 20-30 ton capacity, Comveying the mix uniform thicknes of 40mm with mechanical pavers to the specified grades and cross section and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit., labour for attending to paver site., including hire charges and fuel charges fo 20-30 ton CMP with bitumen boiler tipper, trucks, paver Finisher-9M, Vibrator rollers and all other tools and plants required including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of Morth Rev-5.

4 th year 3%

5 th year 5%

B JOTHEESWARAN (BID ID -1179764)