Construction of vechile stand and periphery development of R.W. Staff Colony at Kanteikoli for the year 2026-27_building

VEHICLE STAND Earth work in excavation of foundation in hard or gravelly soil with all leads & lifts including dressing the sides & leveling the bed of the foundation to the required width & required depth including shoring shuttering, propping bullah, pilling, dewatering from foundation supplying & working of pumps including hire & running charges of pumps & all machineries required for the work & providing coffer dam if required & stacking the excavated materials away from the working areas with Cess complete as per specification & direction of the Engineer-in-chargel.

Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, DMF (10% over royalty), EMF (5% over royalty) & Addl. Charges, Cess & taxes of all materials & cost of all labour required for the work etc complete as per specification & direction of Engineer-in Charge.

Providing Cement Concrete (1:3:6) with 40mm size clean hand broken granite metal of approved quality from approved quarry includinghoisting lowering & levelling in position to required level in each layer not exceeding 15cm thick in foundation including frame work where neCessary ramming using vibrator to proper slope and levelling curing dewatering with cost conveyance royality, DMF (10% over royalty), EMF (5% over royalty) & Addl. Charges, labour of all materials and including hire & running charges of machineries required for the work including supplying & working of pumps and Cess as per the specifiction and direction of Engineer-in- charge.

RCC work of gradeM-20 having a minimum compressive strength in work text of 200Kg/cm2 in15cm cubesat 28daysafter mixing and tests conducted using 10mm to 20mm size (20mm not to exceed 25 percent) crusher black broken granite stone chips of approved quality and from approved quarry including hoisting,lowering and laying concrete by using vibrators watering and curing for four weeks centering and shuttering and finishing the exposed surface smooth to receive painting or white or clour wasing providing grooves or beads where necessary including cost, conveyance,and royalty, DMF (10% over royalty), EMF (5% over royalty) & Addl. Charges, & labour & cess etc required for the work complete in all respect as per the direction of Engineer-in-charge. of all materials and labour required for the worketc, complete with all T&P and Cess in all respect but execluding cost of reinforcement MS rods or tor steel and binding wires of 18 to 20 guage and labour charges etc, complete as per specification and direction of Engineer-in-charge.

Providing fitting fixing in position M.S. trusses/raills including cost of welding,cutting,bolting of required, including cost, conveyanceof all materials and labour with T&P with Cess etc required for hoisting the joists & trusses & placing in position etc complete as per direction of E.I.C

Dismantling G.C.I. or A.C. sheet roofing after careful removing the bolts and nuts including stacking the useful materials for reuse and removing the debris within 50m. lead away from work site including cost of all labour with T & P, Cess required for the work as per direction of Engineer-in-Charge.

Supplying, fitting & fixing of Chequered tiles in floors of approved make laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with slurry including cost of all materials, labour T&P etc required for the work all complete as per direction of the Engineer-in-charge

Clearing and grubbing road land in area of light jungle including uprooting rank vagetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of tress cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness including watering and cost of labour, cess & all materials etc. complete as per direction of Engineer - in - charge.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 5000 m as per Technical Specification Clause 301.5 and as per the direction of EIC.

Excavation for roadway in hard soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3 of MoRD and as per direction of Engineer-In-Charge.