Directorate Of Municipal Administration Tender

KSRB 15.3.1 Providing 12mm thick cement plaster in single coat with cement mortar 1:3, to brick masonry including rounding off corners wherever required smooth rendering, : Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRRB 300-2. Earthwork excavation by manual means in hard soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to is 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRB 4-6.3 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for flat surface such as suspended floors, roofs, landings, balconies and likes, thickness above 200 mm including cost of all materials, labour complete as per Specification. Specification No. KBS 4.6.2 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 500 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications. specification. No. KBS 2.9 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRRB M300-19. Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 300.5 complete as per specifications. MORTH Specification No. 301 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.1OxO.1Ox2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 1Omm dia main steel bars and 8mm dia stirups. The board shall be provided with 12mm thick cement plaster in cement mortar 1 :3 on both the sides. The poles shall be embedded in the ground for a depth of0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and atthe place indicated by the Engineer incharge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges, labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

Earthwork excavation for pipeline trenches up to 600mmtrench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails and boning rods at every 100mm wherever necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilizing the excavated earth locally for the work etc., complete in the following strata (Depth up to 3m) -do- In ordinary soil / all soils/ Hard soil ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom,0.91m deep and 0.56m dia at top with table moulded non-modular bricks of 50 class designation 50 in cement mortar 1:4, inside cement plastered 12mm thick with cement mortar 1:3, finished with a floating coat of neat cement, foundation concrete M 10 using 40mm and downsize granite metal and making necessary channel in cement concrete M 50 with 20mm and downsize granite metal finished with a floating coat of neat cement, with S.F.R.C. cover and frame ( heavy duty, HD-20 grade designation) 560mm internal diameter confirming IS :12592, total weight cover and frame to be not less than 182 kg, fixed in cement concrete 1:2:4, 20mm and downsize broken granite metal, providing and removing centering, shuttering including cost of materials, labour charges, HOM of mechineries complete as per specifications. (Excavation, footrests and 12mm thick cement plaster on the external surface shall be paid separately ) Specification No. KBS 12.4 (a) 0.91 mtr depth ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

(b) 1.00 mtr depth ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

(c) 1.10 mtr depth ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

(d) 1.20 mtr depth ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

(e) 1.30 mtr depth ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

(f)1.40mtr depth ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

(g) 1.50 mtr depth ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.