Providing Rain Water Harvesting System at Urban Health Training Centre, Sector-44, UT Chandigarh

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. 2.6

All kinds of soil2.6.1

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8

All kinds of soil 2.8.1

Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :2.1

All kinds of soil 2.10.1

Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia2.10.1.2

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.2.26

All kinds of soil2.26.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)4.1.3

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)4.1.8

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)4.1.10

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level5.1

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) 5.1.2

1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)5.1.3

Centering and shuttering including strutting, propping etc. and removal of form for5.9

Foundations, footings, bases of columns, etc. for mass concrete5.9.1

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.5.9.2

Suspended floors, roofs, landings, balconies and access platform5.9.3

Edges of slabs and breaks in floors and walls5.9.16

Under 20 cm wide5.9.16.1

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22

Thermo-Mechanically Treated bars of grade Fe-500D or more.5.22.6

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1

Cement mortar 1:4 (1 cement : 4 coarse sand)6.1.1

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required10.25

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works10.25.2

12 mm cement plaster of mix :13.4

1:4 (1 cement: 4 coarse sand)13.4.1

12 mm cement plaster finished with a floating coat of neat cement of mix :13.7

1:3 (1 cement: 3 fine sand)13.7.1

1:4 (1 cement: 4 fine sand)13.7.2

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc18.10.

50 mm dia nominal bore18.10.6

Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :18.46

50 mm nominal bore18.46.6

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 :19.6

250 mm dia. R.C.C. pipe19.6.3

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.19.16

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality19.19

Circular shape 560 mm internal diameter19.19.3.1

Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.12 // Elect.

Providing and fixing of single phase, 230 volt, submersible dewatering pump set of 1 hp capacity, descharge 60 - 180 LPM with head range 3.0 to 7.0 Mtr, capable of handling solid up to 20 mm size, incuding making connection complete in all respect. Make crompton, Kirloskar, etc. or any other approved make.NSR

Providing and fixing of additional cable of size 3 core x 2.5 sqmm copper of make Havells, Finolex completeNSR

Providing and fixing of SFRC inspection chamber cover 600x600x35mm thick made out ofb M.S. angle iron size 35x35x5mm and tmt bars 10mm i/d both sides including cutting welding and fixing with cement concrete1:1 1/2: 3 complete.NSR

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