Providing new SWD system for smooth disposal of rain water area near and around of H No. 14-33, 43, 61-67, 73 to 82 and 873 in Govt. Quarters Sector 43 falls under the jurisdiction of SDE MCPH Sub Division No. 18 Chandigarh.

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. (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 (DSR No. 2.26.1)

Carriage of material by Mechanical transport including loading,unloading and stacking Earth approx above of item DSR lead upto 3 km complete in all respect.(DSR No. 1.1.2)

Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe (DSR No. 19.6.4)

For 16" i/d pipe line (400 mm dia meter) (NSI)

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 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR No. 4.1.10)

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)

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 :i/c manufactured sand derived from recycled concete aggregate (RCA) upto 25% : 4 graded stone aggregate 40 mm nominal size recycled concrete aggregate (RCA) upto 25%). (NSI based on DSR 4.1.4)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 Cement : 4 fine sand) (DSR No. 13.7.2)

Centering & shuttering including strutting ,propping etc. and removal of form for suspended floors roofs etc. as per DSR (DSR No. 5.9.3)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (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) : 3 graded stone aggregate 20 mm nominal size) (DSR No. 5.3)

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 350 to 450 mm diameter (DSR No. 19.21.3)

Providing and Fixing in position pre cast RCC MH cover and frame of required shape and size of approved quality HD- 20 circular 560mm i/d as per DSR complete in all respect (DSR No. 19.19.3.1)

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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 For MH size 6'-0" x 4'-0" For MH size 5'-0" x 3'-0" (DSR No. 19.16)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) (DSR No. 15.2.1)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) (DSR No. 15.2.1)

Extra cutting through metalled road and their foundation including sorting screening ans stacking at the site. Complete in all respects. (NSI)

Supplying and filling sand ( recyled sand) under road crossing including carriage etc. complete in all respect to the entire satisfaction of the EIC. DSR No. 2.27)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidated each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m (DSR No. 2.25)

Providing and Fixing of pre-cast RCC M-20 HD Road Gully cover and frames in 1:2 cement sent mortar on the top of brick masonry chamber complete in all respect as per entire satisfaction of E.I.C Size of Cover 690X537X80mm Size Frame 810X657X130mm (NSI)

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