Improvement to Angul Sankhapur Karatapata road connecting to NH-55 from 0.0km to 1.900km in the district of Angul for the year 2025-26

Earth work in excavation of foundation in all kinds of soil with all leads and lifts including shoring, shuttering, proping bullahs, piling dewatering from foundation trenches supplying and working pumps and shifting the materials away from the working area with coffer dam if required including basic cost, conveyance of all labour, T&P, hire and running charges of all machineries including removing bushes and any other foreign materials from the foundation etc. including labour cess but excluding GST complete including provision of key trenches as directed by the Engineer-in-charge

Filling foundation & plinth with excavated earth including watering, ramming with ordinary compaction by PRR including hire and running charges of P.R.R. with basic cost of all labour, T&P required for the work etc. including labour cess but excluding GST complete as per direction of the Engineer-in-charge

Supplying and filling foundation and plinth with sand well watered and rammed with basic cost, conveyance, royalities of all materials including labour cess but excluding GST complete

Cement concrete (1:3:6) in foundation and floor i;e below the base course of terrazo flooring using 4cm (1½”) size black crusher hard broken granite aggregates / chips / metal of approved quality and from approved quarry, including lowering, laying concrete, watering curing etc. complete to required level laid in layers not exceeding 1'-6" thick including basic cost, conveyance, royalities of all materials and cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete as per direction of the Engineer-in-charge

RCC M20 having compressive strength of 20mpa, target mean strength of 30mpa, for150mm cubes at 28 days curing as per IS-456-2000 & I.R.C-212000 test conducted in accordance with I.S. 516 using 20mm & down graded size crusher broken hard granite coarse aggregate of approved quality and from approved quarry & other materials as per section 302 of I.R.C.21-2000 & IS-456-2000 of approved quality including centering, shuttering & form works for providing smooth & water tight surface, hoisting, lowering & laying concrete in layers not exceeding 30 cm. compacted thickness, compacting with mechanical vibrators true to lines, grades as per drawing & technical specifications, watering & curing for 28 days including basic cost, conveyance, royalties of all materials with all leads & lift, cost of all labour T&P, including labour cess but excluding GST & equipment required for mixing, transporting & placing in position vibrating, compacting, finishing & curing including all incidental expenses complete in all respect as per direction of the E.I.C. but excluding the cost of M.S. rods or Tor steel and binding wire & labour charges for bending binding & tying the grills Base Slab

Wall (Both side)

Precast Cover slab

Supplying, cutting, straightening the bent up M.S. Rods or Tor steel, using SAIL / TATA / RINL / JINDAL STEEL / SHYAM STEEL (grade Fe 5OOD} etc. including bending, binding, welding jointing if necessary and tying the grills and placing in position as required for R.C.C. works and for providing required no of fan hooks hoisting, lowering, laying including basic cost, conveyance of all M.S. Tor steel and binding wires of 18· to 20 gauge as required for the work bending, binding and tying the grills in all floors (Payment will be made on weight of M.S. Tor steel only and no separate payment will be made towards the weight of binding wires) etc. including labour cess but excluding GST complete as per specification & direction of Engineer-in-Charge

6mm thick cement plaster (1:4) over R.C.C. surface finished smooth with proper slope after chipping, chiselling and cleaning the roof including hoisting, watering, curing, basic cost, conveyance, royalities of all materials and cost of all labour, T&P. required for the work etc. including labour cess but excluding GST complete

Providing and erection of over head signage as per clause 802-7 and 802-3 over adesign support system of M.S squre pipe. Etc complete as per specification & direction of Engineer-in-Charge