In Ward-23 Kailashnagar, from Gandhi Chowk to Goyal house, construction of CC road and RCC drain construction till Kanhaiyalal house.

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)

Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled material as directed by the engineer in charge within a distance of 60 metre .

E/W in Excavation in foundation in ordinary soil etc all complete as the direction of engineer in charge.

Disposal of earth up to 8.00 Km from site including etc. all complete work.

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 extra.S.I.No. 283A

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

M-150 Brick work in 1:4 one cement and four course sand mortar in foundation and plinth Including suppy of all material labour,T&P etc required for proper completion of the work S.I No 305(a) SOR-2022

12 mm thcik plaster (1:4) with cement & coarse sand including all materials,labour,tools, & plant etc all completed as per the direction of engineer -in - charge.SOR 2022 S.I N0-584 New item

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

Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer. sealant, dowel bars near approaches to bridge/culvert and construction joints. admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical

Ded the cost of old bricks /batts