Strengthening of side berms and improvement of drainage along coal transportation road from BSES chowk to erection yard of Dipka expansion project of Dipka Area

Amount

PART A ROAD PORTION

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per relevent clauses of section -300 of specification.

Supply of following material including all lead and stacking etc. complete Crusher stone dust

Water Bound Macadam (Providing , laying, spreading, and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8 - 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of sceening/ binding Materials to fill up the interstices of course aggregate. watering and compacting to the required density as per clause 404 of specification.) Grading I (63 to 45 mm) Using screening Type - A (13.2 mm Agg)

supply and stacking of stone boulder 150 mm to 225 mm at road side including all lead etc complete

Laying of stone metal boulder etc excluding watering rolling and cost of materials as per Engineer in charge.

Spreading moorum/sand/ stone dust to required level/gradient excluding watering,rolling and cost of materials as per Engineer-in-charge.

PART B RCC DRAIN

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed within a lead of 50 m. All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 40 mm nominal size).

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars.

Centring and shuttering including strutting, propping etc. and removal of form for .Foundations, footings, bases of columns, etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes …...75 mm diameter

6 mm cement plaster of mix 1 : 3 (1 cement : 3 fine sand)

Neat cement punning.

Total impact of GST for the purpose of CTC

M/S H.K.AGRAWAL

ANJANI KUMAR SINGH

Shree Maa Enterprises

M/s Yugesh Prasad Singh

Agrico Steel Engineering Works