Repairing/Construction of road gullies along with frames including machine holes, Prov and laying of 300 mm dia RCC NP-2 pipes for smooth disposal of storm water in backside of SCO No. 902-916 and many other locations in NAC, Manimajra, Chd

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 1.5m, including getting out the excavated soil and disposalof surplus excavated soil as directed, within a lead of 50 m. All kinds of soil (DSR 2.8.1)

Extra for every addition lift of 1.5m or part thereof in excavation / banking excation or stackrd materials (DSR 2.26.1)

Providing and layong non-pressure NP-2 class (light duty) R.C.C. pipes with co;;ars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete : (DSR 19.6) 300 mm dia . (12") R.C.C. pipes (DSR 19.6.4)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttiering- All work upto plinth level 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm normal size) (DSR4.1.10) RCA .

Providing and laying on position cement concrete of specified grade excluding the cost of centing and shuttering- All work upto plinth level. (DSR 4.1) 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 40 mm noemal size) (DSR 4.1.4) RCA .

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 6.1.1)

12 mm cement plaster finished with a floating coat of neat cement of mix :(DSR 13.7) 1:4 (1 cement: 4 fine sand) (DSR 13.7.2)

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.(DSR 19.16)

Centering and shuttering including strutting, propping etc. and removal of form for: (DSR 5.9) Suspended floors, roofs, landings, balconies and access platform (DSR 5.9.3)

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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). (DSR 5.3)