Municipal Corporation Tender

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 As per DSR item No. 2.25

Carriage of materials by mechanical transport i/c loading, unloading and stacking - Earth upto 3 Km

Providing and fixing of welded mesh of 25 mmX25 mm welded on 40mm X40mmX5mm angle and supported by 20X5 mm MS flat complete in all respects

Providing and Laying of MS pipe 3" i/d ISI marked Heavy Duty i/c cost of MS Flange, nut bolt, rubber jain, MS Bend with the help of Gen Set etc. complete in all respects

Providing and laying Ceremic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of Ist quality conforming to IS : 15622 of approved make in colurs such as white, Ivory,Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc. complete

Constructing brick masonry chamber for underground C.l. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) C... cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: 19.30.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets: 19.30.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth beyond 45 cm of brick masonry chamber :19.31.3 For 600x850 mm size 19.31.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing, testing and commissioning of DI D/F non rising soft seated glandless gate valve 200 mm (Soft sitting sluice valve) with body and bonnet of ductile iron of grade GGG40, Wedge with fully encapsulated EPDM rubbers of grade W-270 (Approved for drinking water) and seals of NBR. The valves should be with replaceable stem nut and sliding shoes. Valves steams shall be of single piece thread rolled. Valve shall have 3 "0" rings of NBR for steam sealing. Gate valves shall be compatible for buried applications without valve chamber. Face-to- face dimensions as per BS 5163-89/IS14846-PD;EN558F4 for DN 200 mm Gate valve ; flange connections as per IS 1538, maximum valve operating torque should be a least 40% less than the torque as stated in the standard EN 1074.Electrostatic epoxy powder/ liquid coating (EP-P) inside and outside colour blue RAL with minimum coating thickness of 250 microns. The EPDM rubber & epoxy powder should be approved by W 270. Complete in all respects

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm complete in all respects

Repair and rectification of HDPE pipe cracked 200 mm including cost of HDPE Pipe 200 mm dia - 3 mtr, Stainless Steel repair clamp 200 mm dia - 01 No. , CI 'D' Joint 200 mm dia - 01 No., dewatering with the help of dewatering pump and gen set etc. complete in all respects

Demolishing cement concrete manually/by mechanical means including disposal of material within 5 metres lead as per direction of Engineer-in-Charge 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto to plinth level : 4.1.10 1:5;10 (1 cement : 5 coarse sand (zone –III) 10 graded stone agreegate 40mm nominal size

1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15o landings, balconies, shelves, chajjas, lintels, bands, plan window sills, staircase and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1:5:3 (1 cement L 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500 D or more

Providing and Fixing interlocking paver blocks of 40mm thick on 75mm thick PCC 1:4:8 an 50mm thick sand filling complete in all respects