In Ward-27 Sain Vihar, in lane no. 11 from Satish Tyagi to Chandrashekhar and in lane no. 9 from Mukesh Halwai to Surendra Kumar and from Surendra Kumar to Kalu and Mahesh house, road improvement work through drain and CC.

Demolishing Reinforced cement concrete or reinforced brick work including stacking of materials as per directed by the of Engineer - in -charge.SOR 2022 S.I N0 694

Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SOR 2022 S.I N0 692

Deduct the cost of old bricks

Ded the cost of old bricks /batts SOR 2022

Cleaning of silt from nala including supply of all labour T&P etc S.I No 251

S/L P:C:C (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials, labour, tools, & plant etc all completed as per the direction of engineer - in - charge S.I N0-273

RCC work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG G.I.binding wire and including necessary centering and shuttering etc and supply of all materials, labour and tool & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.(As per S.I.No. 283A) SOR-20

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars DSR 2023 ITEM N. 5.22.1

Tacking out existing CC interlocking paver blocks form footpath/central verge. Including removal or rubbish etc. Engineer-in-charge DSR 2023 16.83

Deduct the cost of old Tiles etc A.R

Eirth work in /Embankment (lead upto 8km) in ordinary soil into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches.

S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge RMR

Consolidation stone aggregates of 45-63mm/22.4-53mm size to water bound macadam S.I.No752

Cunstruction of un-reinforced dowl jointed at expansion and construction join only plain. Concrete 43 grade cement or any other type as per causes 1501.2.2 M(30 grade) Sor 2022/New item(a) ch-20 page no-54