Works Department Tender

Supplying and filling in foundation, trenches and plinth, ditches with sand-well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of ai,: materials, cost of all labour, sundries, T&P required for the work etc. complete in al! respect as per direction by the Engineer in charge.

PCC M 15 Plain/reinforced cement concrete in substructure/ wall in foundation complete as per drawing and Technical specification.

PCC M 20 Plain/reinforced cement concrete in substructure/ wall in foundation complete as per drawing and Technical specification.

Excavation of soil using Hydraulic Excavator and Tippers with Disposal upto 2 km lead, including cutting and loading in tippers, trimming buttom and side slopes, in accordance with requirements of line grades and cross section, and transporting to the embankment location within all laeds and lifts as per technical specifications and as directed by the Engineer-in-charge including all cost, conveyance, taxes & royalty etc. complete.

Construction of embankment with approved materials obtained from borrow pits with all lead and lifts, transporting to site, spreading grading to required slope & compacting to requirement of Table 300-2 etc complete.

Loosening, leveling and Compacting original ground supporting embankment to faciliate placement of first layer of embankment, scarfied to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

Providing Colour and greay 80mm thick M-30 grade Paver block of Unipaver model of required sizes, shape using aggregate of 20mm nominal size for footpath, parking area, service lanes and other aes includes cost of formworks, using mould, excavation and providing and laying paver blocks as per required grading and specification laid paver block shall be mechanically compacted/table vibrator. The work of paving blocks shall be executed in line and level by skill mason of flooring work only. It should be laid insuch a way tha the no cutting of paver block to be necessary. Cutting of paver block by machine cut nly and carting to be done. The finished surface of the paver block shall have resonably good, plain, finished. paver blocks shall be compacted and shall be relaid if necessary.

Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe500 (D) conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Fly Ash bricks (23x11x8)cm size in superstructure having crushing strength 72kg/cm2 to 149kg/cm2 in cement mortar (1:6) after immersing the bricks for six hours in water before use including splays, cutting, circular moulding, ccrbeiiing, champhering and similar such type of works, scaffolding, watering, curing, including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

Construction of concrete Kerb with top and bottom wodth 115 and 165mm repectively, 250mm hieght in M-20 grade PCC on M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine.

Providing and fixing Rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS : 12701-1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting upto a height of 5 metres above ground level and placing the tank to the required position etc all complete as per specification and direction of the Engineer in charge.

Providing and laying in trenches galvanized mild steel tubes (heavy grade) of 15 nm dia conforming to IS: 1239/2004, Part-1 of the following nominal bore and tube fittings including testing as per specification complete. (Earth work in trenches to be measured and paid for separately)

Providing & fixing of Brass or Gun Metal Full Way Valve conforming to 25 IS:781-1995 of the following nominal sizes with wheel as per specification 15mm dia Brass or Gun Metal Full Way Valve

Disposal of rubbish / malba / similar unserviceable, dismantled or waste materials,surplus earth by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-incharge, upto 5 Km initial lead, for all leads including all lifts involved.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m

R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including four number of Hot Dip Galvanised foundation bolt (M24 X 500 Long) with nuts,washer,base plate 200 X 200 X 12 mm thick and providing PVC pipe for cable entry including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications complete in all respect.

Providing 20mm thick cement plaster to the surface brick masonry wall in (1:6) including raking out the joint, scraping and cleaing the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves, beads and drip coarse to give required ornamental finished as per drawing icludes cost, conveyance, royalties and taxes of all materials with all labour and T&P required for the work etc. complete in all respect.

40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement: 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.Red sand stone

Supplying, fitting & fixing in all floors of M S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, crital frames for windows, balustrades of stair case and parapet railing made out of M.S Square bar/ flat as per approved drawing and design including making holes in walls and R.C.C structure, wood work etc., and making good to the damages to walls with cement concrete (1:2:4) with hard crusher broken granite stone chips of 1.2mm to 20mm size (20mm size not to exceed 25%) of approved quality with cost of all materials, labour, cost of welding, all T&P, sundries etc. complete in all respect as per specification & direction of the EI.C. (Screws & other hardware required materials to be used in the work shall be of approved quality & specification & shall have to be supplied by the contractor at his own cost.)