Municipal Administration Department Tender

Storm Water Drain;v.Ch.560m to 614m-(4.00m x3.50m)

Storm Water Drain;iv.Ch.500m to 560m-(4.00m x3.00m)

Storm Water Drain;iii.Ch.420m to 500m-(3.50m x3.00m)

Storm Water Drain;ii.Ch.340m to 420m-(3.50m x2.50m)

Storm Water Drain;i.Ch.280m to 340m-(3.00m x2.50m)

Storm Water Drain;Ch.240m to 280m-(3.00m x2.00m) & ch.280m to 340m -(3.00m x 2.50m)-Rcc slab 250mm thick

Storm Water Drain;RBR-FNDN-4-C-ii ; Providing concrete for plain/reinforced concrete in open foundations using 20 mm & 10mm nominal size/ Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100MORTH. R.C.C grade M 25 (Design Mix) using 20 mm Graded Metal(MORTH) d. Construction of Rcc Slab for Drain crossing. Ch.240m to 280m-(3.00m x2.00m) & ch.280m to 340m -(3.00m x 2.50m)-Rcc slab 250mm thick

Storm Water Drain;BLD-CSTN-3-5 (22) -Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 20mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work

Storm Water Drain;RBR-FNDN-4-C-ii ; Providing concrete for plain/reinforced concrete in open foundations using 20 mm & 10mm nominal size/ Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100MORTH. R.C.C grade M 25 (Design Mix) using 20 mm Graded Metal(MORTH)

Storm Water Drain;Plain Cement concrete nominal mix (1:4:8) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand(50% river sand,50% rock sand) coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.for foundation and under flooring bed.

Storm Water Drain;RBR-FNDN-2: Collection, Supply and filling of Sand from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH

Storm Water Drain;RBR-EECD-9 -ii-B : :Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH , by Machanical means

Storm Water Drain;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water pipe lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc.,complete for Pipe Line trenches by manual means.

Storm Water Drain;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for laying sewer/water lines including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete for Pipe Lines by mechanical means.

Storm Water Drain;Reinforced Cement Concrete and prestressed Concrete ( Manual means. b.RCC slab over existing CRS drain

Storm Water Drain;RBR-STCL-5 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary,sorting thedismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH Lime Concrete & CC upto M10 (Manual means) a. Cc bed of Drain

Storm Water Drain;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH -Rubble Stone Masonry in Cement Mortar