S/R Nagaradhia Jn to Hugulapata Balajipalli road (Part) (0/000 to 2/500) for the year 2025-26

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of treescut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 mtrs including removal& disposal of top organic soil not exceeding 150 mm in thickness including all labour, T&P, Cess, articles required for the work etc complete and direction of the Engineer-In-Charge.

Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by machanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including Royalty, DMF, EMF & Additional Charges charges and cost of all materials labour charges,machineries, T&P Cess etc required for the work complete as per direction of E.I.C

Providing,scraping & cleaning the road surface for37.50 MM thick BUSG applying tack coat using 3.0 Kg. of bitumen for 10 Sqm and laying37.50mm thick built up spray grouting in Onelayerusing 0.45 cum of 25mm to 40mm size hard granite metal and 12.00 kg penetration grade of bitumen(80/100) for 10 sqm with 0.12 cum of 12mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machineries and including cost and conveyance bitumen, metal and chips with all labour, T&P & Cess etccompleted as per specification and direction of Engineer-in-Charge.

Providing and laying tack coat over the prepared surface of penetration grade of bitumen (60/70) after scrapping clearing the road surface with cost conveyance Royalty, DMF, EMF & Additional Charges T&P of bitumen & other all materials including hiire and running charges of Tar boiler and labour charges as required for the item of work etc complete including Cess as per specification & direction of Engineer-in-charge.(2kg)

Providing & laying 20mm thick premix carpet using 0.18 Cum of 13.2 mm and 0.09 cum of 11.2 mm size chips for 10sqm on road surface using 14.60 Kg. penetration grade of bitumen (80/100) for 10 Sqm over the prepared surface including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles and also including cost conveyance Royalty, DMF, EMF & Additional Charges & of chips and bitumen with cost of all labour charges & Cess etc complete as per specification and direction of the Engineer-in-Charge.

Providing and laying 6mm thick pre-coated seal coat type ‘B’ using 0.06 cum of 6.7 MMsize h.b.g. chips and down graded as per sieve analysis per 10 Sqmand 6.8 Kg ofbitumen(80/100) for 10 sqm on the road surface area & rolling with PRRincluding hire and running charges of PRR and all othermachineries, cost, conveyance & Royalty, DMF, EMF & Additional Charges ofmaxphalt, 6mm size hard black granite chips with all labour, T&P and Cess required for the work etc complete as per specification & direction of Engineer-in-Charge.

Earth work in excavation in foundation in hard soilincluding hard moorum, stony earth mixed with boulders (except sheet rock & boulders requiring blasting) with all leads & lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads & lifts including cost of all labour, Cess & T&P and dewatering if required for the work etc. complete and as directed by the Engineer-in-charge.

Providing & filling manualy with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, Royalty, DMF, EMF & Additional Charges , of all materials and cost of alllabour & T&P as required for the item of work including Cess etc complete as per specification & direction ofEngineer-in-charge.

Providing and laying plain cement concrete of M-15 of controlled qualityhaving a minimum compressive strength (in work test) of 150Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 using hard crusher broken granite materials of 40mm size and down graded consistence with strengthof approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyanceroyalitteisand of all materials and labour with T&P & Cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge.

Sub-Structure

Providing metal spall backing in the rear of wall steining or weep holes of abutment and for deep drains with stone crushed agreegrates of 50mm size of approaved quality and from approved quary including cost,conveyance of all materials,labour charges with T&P and Cess etc required for the work complete as per direction of E.I.C

Construction of embankment with approved material obtained from borrow ptis with all lead and lifts transporting to site by machanical means within a lead of 5Kms spreading,grading to required slope and compacting to meet requirements of table 300-2 & clause 305 of MOSRT & H specification including Royalty, DMF, EMF & Additional Charges charges and cost of all materials labour charges,machineries, T&P Cess etc required for the work complete as per direction of E.I.C

Please Enable Macros to View BoQ information