Provision of Passage from Admin. Block to 25 Porta Cabins with Proper Lighting and Drainage in North Campus, Sarangpur, 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, 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 dia 2.10.1.2

Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm 2.10.1.3

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 40 mm nominal size derived from natural sources).4.1.4

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

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).5.3

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

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

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 sand6.1.1

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

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

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.15.2

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) 15.2.1

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge 15.43

Water bound macadam15.43.1

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.16.83

Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. 16.84

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

300 mm dia. R.C.C. pipe 19.6.4

450 mm dia. R.C.C. pipe 19.6.5

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 quality 19.19

Circular shape 560 mm internal diameter 19.19.3.1

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 : 19.21

For pipes 350 to 450 mm diameter 19.21.3

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 :NSR

400 mm dia. R.C.C. pipe

Providing and fixing of horizontal RCC M-20 HM 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 600x450x80mm; Size frame 810x657x130mm NSR

Please Enable Macros to View BoQ information