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| 1 | LAB TABLESIZE - 1200(W)*750(D)*900(H)MMProviding and supplying lab table with overall dimensions of1200mm (width) x 750mm (depth) x 900mm (height), The boxconsists of 1 drawer with a telescopic channel, C-type handle, and a cam lock for secure storage. There are also 1 shutters with a shelf, all equipped with 0.8mm thick body and C-type handles for easy access. The shutters include a gas kit to prevent chemical leakage. The bottom of the box has a frame with four legs and levelers to ensure stability on any surface. The sides of the lab have 0.8mm thick covers to conceal the gaps between the boxes. The lab\"s top surface features an 18mm black granite countertop. Additionally The components of the lab are constructed from highquality cold-rolled close-annealed (CRCA) sheet, undergo anticorrosion treatment, and are power-coated with a ten-tank phosphating procedure, providing a protective coating with 60 to 70 microns thickness. |
| 2 | LAB TABLE (1D+1S)WITH LEG SPACESIZE - 1350(W)*750(D)*900(H)MMProviding and supplying lab table with overall dimensionsof 1350mm (width) x 750mm (depth) x 900mm (height),The box consists of 1 drawer with a telescopic channel, Ctypehandle, and a cam lock for secure storage. There are also 1 shutters with a shelf, all equipped with 0.8mm thick body and C-type handles for easy access. The shutters include a gas kit to prevent chemical leakage. The bottom of the box has a frame with four legs and levelers to ensure stability on any surface. The sides of the lab have 0.8mm thick covers to conceal the gaps between the boxes. The lab\"s top surface features an 18mm black granite countertop. Additionally The components of the lab are constructed from high-quality cold-rolled closeannealed (CRCA) sheet, undergo anti-corrosion treatment, and are power-coated with a ten-tank phosphating procedure, providing a protective coating with 60 to 70 microns thickness. |
| 3 | ELECTRICAL TRUCKINGSIZE- 1200(W)*100(D)*150(H)MMproviding a trucking with dimensions of 1200mm x 100mm x 150mm (width x depth x height) are provided, featuring 0.8mm thick CRCA for electrical supply.this also having a electrical cutting for your switvhes and socket. |
| 4 | ELECTRICAL TRUCKINGSIZE- 1350(W)*100(D)*150(H)MMproviding a trucking with dimensions of 1350mm x 100mm x 150mm (width x depth x height) are provided, featuring 0.8mm thick CRCA for electrical supply.this also having a electrical cutting for your switvhes and socket. |
| 5 | LAB SINK TABLESIZE - 750(W)*750(D)*900(H)MMProviding and supplying a lab sink table overal size - 750x750x900mm. table made of CRCA sheet. with metal frame legs. Table also having a sink unit made of PVC. There is a one drawer and on the front there is a 2 shutter with adjustable shelf with \"C\" type handle. inside the table all plumbing pipe fitting was there |
| 6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall |
| 7 | 20 mm nominal outer dia Pipes |
| 8 | 32 mm nominal outer dia Pipes |
| 9 | 50 mm nominal outer dia Pipes |
| 10 | Providing and fixing uplasticised PVC connection pipe with brass unions : |
| 11 | 45 cm length, 15 mm nominal bore |
| 12 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 13 | 15mm nominal bore |
| 14 | Demolishing CLC/AAC masonry wall manually/ by mechanical means for making holes of appropriate dia for inlet/outlet of CPVC pipes, repair of plaster,painting etc. complete and disposal of unserviceable material within 100 metres lead as per direction of Engineer-in-charge : |
| 15 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 16 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 17 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 18 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 19 | Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 20 | 100 mm dia |
| 21 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand). |
| 22 | Acid and alkali resistant tile |
| 23 | Laying old cement cocrete interlocking paver blocks of existing 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. (Old CC paver blocks shall be supplied by the department free of cost). |
| 24 | 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. |
| 25 | 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 lift upto 1.5 m, as directed by Engineer-in-charge. |
| 26 | All kinds of soil |
| 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 28 | 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). |
| 29 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 30 | Two coats |
| 31 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 32 | Nominal concrete 1:4:8 or lener mix (i/c equivalent design mix) |
| 33 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 34 | For thickness of tiles 10 mm to 25 mm |
| 35 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 36 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 37 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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 :All kinds of soil |
| 38 | Pipes, cables etc,exceeding 80 mm dia. But not exceeding 300mm dia. |
| 39 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type |
| 40 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 41 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 42 | 100 mm nominal inner dia Pipes |
