Emergent repair of damaged 48 inch i/d CBD Storm line at Cycle Track V-3 road Sector 29-D, CSIO Boundary wall Sector 30 and Cycle Track, Dakshin Marg Sector 30-D, Chandigarh under the charge of SDE MCPH Sub Divn. No.12, Chandigarh

Extra for cutting through, metalled road and stacking the material outside complete in all respect.(NSI)

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 sqm 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 soil as directed, within a lead of 50 m. All kinds of soil. (DSR No.2.8.1)

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil (1.5m to 3.0m) (DSR no.2.26.1)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) ( DSR No.4.1.4)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) ) (DSR No.4.1.10A)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR no. 6.1.1)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3(1 cement: 3fine sand) (DSR no.13.7.1)

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform (DSR No.5.9.3)

Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars (DSR No.5.22.6)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No.5.3)