Directorate Of Municipal Administration Tender

"KSRRB M300-59.2. Loosening, levelling and compacting origial ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, 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. complete as per specifications. Case-II: Compacting original ground supporting embankment.(which includes watering charges & compaction by vibratory roller) MORTH Specification No. 305.3.4 (P.No.147, I.No.19.66 )"

KSRRB M300-53, Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site , spreading, gradinf to required slope and compacting to meet requirement table 300-2 complete as per specification, including cost of gravel/murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density. MORTH Specification No. 305 ( Page No.147 Item No.19.60 )

KSRRB 400 - Granular Sub-base Construction of granular sub-base Grading-V as sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite / trap / basalt material, mixing in a mechanical mix plant at OMC, Carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, complete as per specification. Clause 401 of MORTH V Revision ( Page No.153 Item No.20.4 )

KSRRB M600 - Cement Concrete Pavements, KSRRB M600-1, Providing and Constructing dry lean cement concrete mix CC 1:5:10 base with OPC 25mm and down size graded granite metal coarse aggregate at 0.86cum and fine aggregate conforming to IS : 383-2016, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, optimum moisture content to be determined during trisl length construction, concrete strength not to be less than 10Mpa at 7 days, compacting with 8-10 tonnes vibratory roller, finising and curing and IS 456 Table-5 with OPC 150Kg/cum and coarse aggregate 0.86cum, fine aggregate 0.58cum using Concrete Batch mix Plant at 75cum/hr capacity with slip form paver electronic Sensor. ( Page No.174 Item No.22.1.1)

Cement concrete pavement.Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base with OPC cement or any other type as per clause 1051.2.2 with 25mm and down size graded granite metal coarse aggregates and fine aggregtes , with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 , mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints including groove cutting charges, joint filler, separation membrane, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per specifications. - M30 (at 360Kg per cum coarse aggregate @ 0.69cum and fine aggregate @ 0.46cum) ( Page No.176 Item No.22.6.1 )

KSRRB 300-1. Earthwork excavation by manual means in ordinary soil excavated surface levelled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 ( Page No.143 Item No.19.1 )

KSRRB M100-1. Loading,Unloading of stone Boulders/Stone aggregates/ Sand/ Kankar/ Moorum. KSRRB M100-1; Placing tipper at loading point, loading with front end loader,dumping, turning for return trip, in Surface Road complete as per specifications. MORTH -100/ Chapter 1. For Earth ( Page No.136 Item No.17.1 )

KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS ( Page No.7 Item No.2.15 )

KSRRB M2900- PCC M10 in Foundation KSRRB M2900-1. Plain cement concrete M10 mix with crushed stone aggregate 40 m nominal size mechanically mixed, placed in foundation and compacted by vibration including curing complete as per specifications MORTH Specification No. 408 ( Page No.254 Item No.34.1 )

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC cement at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500,1700, 2200. Wall & bottom thickness 10cm ( Page No.271 Item No.37.59.1 )

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC cement at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500,1700, 2200. Wall & bottom thickness 15cm ( Page No.271Item No.37.59.2 )

KSRRB M2200- 6, Providing TMT steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking,placing in position, lapping and/or welding wherever required, typing with binding wire and anchoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labours, HOM complete as per specification - TMT Bars Fe 500 ( Page No.229 Item No.28.8.2 )

Providing and laying in position plain cement concrete of mix 1:2:4 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69 cum and fine aggregtes @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, for coping. Including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2. ( Page No.255 Item No.34.11 )

KSRB15-6 : Providing floating coat of cement to plastering and finishing smooth, including cost of materials, labour, curing complete as per specifications. ( Page No.117 Item No.15.32 )

Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 - -150mm dia ( Page No.255 Item No.34.7.1 )

Providing and laying in position pre cast reinforced cement concrete slab of 100mm thick made out with M-25 grade reinforced cement concrete with 20mm and down size graded granite metal course aggregate at 0.70 cum and fine aggregate at 0.47 cum and 340 kg OPC cement and super plastisizer at 3 per cum including providing 8mm dia TMT bar both top and bottom at 100mm c/c in both directions and casting the slabs in standard steel mould (width of the slab should not exceed 60cm) including cost of transportation of all materials to work spot, loading and unloading, curing and handling charges etc complete as directed by the engineer in charge of the work. ( Derrived Rate Item No.D-1 )

KSRRB M2200- Providing Weep Holes KSRRB M2200-8. Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete as per specifications MORTH Specification No.2706 & 2200 ( Page No.229 Item No.28.10 )