Municipal Corporation Tender

Junction Improvement;Labour Charges for fixing of Pre-cast kerbing blocks true to its alignment as per specified by dept to form divider including cost of conveyance of all materials like cement, sand water etc.., to site including all taxes and labour charges. For Footpath (both sides)

Junction Improvement;Supply of precast CC blocks for kerbing made with rubberized mould of M30 grade design mix of 350 Kgs cement/cum of concrete, 20mm to 6mm norminal size Hard granite machine crushed metal @ 0.80 cum of concerete and sand @ 0.40cum of concrete for RCC works incl cost and conveyance of all materials like cement, sand, coarse agreegate and water etc to site and labour charges for mixing laying cement, tamping vibrating lifting complete finished item of work and transportation of precast blocks from casting site to work site of each 0.60m length CC block as per design & specifications etc.., complete for finished item of work. For Footpath

Junction Improvement;Flush Pointing to RR/ CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand(manufactured sand and natural sand in the ratio of 50:50), water etc., to site, including all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete but excluding GST and seigniorage charges for finished item of work. (APSS 901,906)

Junction Improvement;Coursed Rubble stone masonry 2nd sort, in CM (1:6) prop: (Cement: Sand) using hard blasted granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand(manufactured sand and natural sand in the ratio of 50:50), water, etc., to site including all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete but excluding GST and seigniorage charges for finished item of work for foundation and basement (APSS No. 601 & 612)

Junction Improvement;Random Rubble stone masonry in CM (1:6) prop: (Cement: Screened sand) using Rough Stone (HBG) carted from approved quarry including cost and conveyance of all materials like cement, screened sand, water, stones etc., from approved quarry, to site, including labour for cutting stones to required size and shape, mixing, of cement, mortar, construction, curing etc., excluding all duties and taxes complete for finished item of work in foundation and basement. (APSS No. 601 & 615)

Junction Improvement;Dismantling of flexible pavements by mechanical means, stacking serviceable material and excluding the cost of conveyance of disposal of unserviceable material as per Technical Specification Clause 202 MORD / MORTH for finished item of work. for dismantling of Existing damaged road

Junction Improvement;Construction of Additional depth of manholes of 0.90m diameter and depth of 0.10m with Fly ash solid block Masonry in CM (1:3) with fly ash solid blocks of with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 290 x 225 x 140 mm, External Plastering and internal plastering of 20 mm thick with cement mortor CM (1:3) prop. including cost and conveyance of all materials to site, scaffoding charges, lift charges, screening , mixing, laying , finishing with sponge, curing including all labour charges etc., complete for finished item of work.

Junction Improvement;Lowering, Laying, jointing of MDPE pipes of 20mm dia (OD) as per BIS No.7634 part-II/75 including earth work excavation, testing to hydraulic test pressure including cost of water with a water lead of 500m etc., complete.

Junction Improvement;Manufacture, Supply & Delivery of MDPE pipe 20mm OD conforming to ISO 4427 Part-2 (or any equivalent Bureau of Indian Standards code) of PE-80 grade material (SDR-11 Pipe series, PN-12.5 pressure class) along with all fittings, including cost of materials, manufacturing, loading, unloading, stacking, transit insurance, transportation to any where in Telangana but excluding GST for finished item of work

Junction Improvement;Supplying, laying, jointing and testing 152.4 mm SWG SP-1 pipes of ISI make conforming to ISI 651 & 4127 with airtight cement joints in CM 1.5:1 prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) up to 914.4 mm (3'0")) depth and refilling with watering and tamping, cost of loading, unloading, conveyance and stacking complete for finished item of work. Restoring house hold connection

Junction Improvement;Providing and Laying of Interlocking Concrete Block Pavements using precast concrete blocks for paving of M-40 grade and thickness not less than 80 mm for Medium traffic areas conforming to IS 15658:2006 in all shapes and designs as per the manufacturer's specification as per drawings and Technical Specification Clause 1504 MORD complete for finished item of work. For Footpath (both sides)

Junction Improvement;Filling with HBG stone chips 2.36mm & below obtained by machine crushing below the interlocking concrete blocks with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and using mini roller compactor 1.5 -2.0 Ton capacity including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. For Footpath (both sides)

Junction Improvement;Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and compacting by mechanical means using mini compactor 1.5 -2.0 Ton capacity including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Junction Improvement;Supply and Delivery of DI covers of size 600mm x 600mm grating with frame of size 700mm x 700mm heavy Duty of grade D-400 manufactured as per specification BS EN 124 for manhole covers and drainage gratings suitable for carriage ways of roads (including pedestrian streets), hard shoulders parking areas for all types of road vehicles with a lead bearing capacity of 400KN including cost of material, labour charges for manufacturing loading, unloading transportation etc., excluding GST

Junction Improvement;Lowering the 600mm dia NP3 class RCC S/S pipes carefully into the ready made trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters including cost of rubber rings as per BIS No.783/1985. For Pipe Drain

Junction Improvement;Manufacture, Supply and Delivery of 600mm dia NP-3 class R.C.C. Spun (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including transportation charges on all weather roads for a lead upto 5 km including loading,unloading and stacking complete. For Pipe Drain

Junction Improvement;Carting of the excavated earth (including dismantled material of BT/RCC/CC etc. Or combined) to a lead of 15 km beyond initial lead from the site including cost and conveyance of all labour charges for loading and unloading complete as per the standard specification for finished item of work. For CC Road, For Storm Water Drain

Junction Improvement;Supply and delivery of 125 microns separation membrane polythene sheet/ply sheet including cost and conveyance charges etc., complete for finished item of work

Junction Improvement;Supply and fixing high performance expansion joint filler board conforming to IS: 1838 - 25 mm THICK including cost and conveyance of all materials labour charges, fixing in position with all incidental charges etc.,complete for finished item of work. For CC Road

Junction Improvement;Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement including cost and conveyance of all materials and labour charges. For CC Road

Junction Improvement;Application of Curing compound including spraying at 0.25lts/sqm including hire and operational charges of machinery,fuel and labour charges etc. For CC Road

Junction Improvement;Vaccum dewatering of freshly laid cement concrete floor using100% air tight suction mat of suitable size and length,vaccum pump to maintain vaccum pressure 0.7-0.8 atmosphere as per the standard procedure,floating with power floater,vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners,including hire and operationalcharges of machinery ,labour,fuel etc,complete for finished item as directed by the Engineer-in-Charge. For CC Road

Junction Improvement;Supply and placing of Plain Cement Concrete (PCC) M30 by Standard Mix Concrete grade as per IS 4926-2003 and and standard mix design as per IS:10262:2009 with minimum cement content (cement content is taken as 350 kgs)for road work using crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4, mechanically mixed using batching plant, transit mixer & concrete pump, placed in foundation and compacted by vibration including cost and conveyance of all materials, labour charges, water charges, pumping, form work, laying concrete, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (Excluding dewatering charges and seigniorage charges) For CC Road Note: 1) The rate is worked out with 100% Cement and 50% Natural Sand & 50% Manufacture sand. 2) The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3) For estimate purpose Cement Content is taken as 350 Kg/Cum. As per mix design, if the cement content is found to be less than 350 Kg/cum of concrete, the difference in cost shall be deducted. 4) Fine aggregate conforming to Grading Zone IV shall not be used

Junction Improvement;Supply and placing of Plain Cement Concrete (PCC) M15 by Design Mix corresponding to IS 456 using Concrete Mixer and with minimum cement content (cement content is taken as 275 kgs) as per IS 456-2000 and standard mix design as per IS:10262:2009 with 40mm size graded (40mm-60%,20mm-30% & 10mm-10%) machine crushed hard granite/trap/dolerite metal free from dust obtained by machine crushing and blasting (Hard broken stone of granite, trap, dolerite and dolamite free from dust obtained by quarrying, wedging, breaking, burning and splitting and fine aggregate including cost and conveyance of all materials, labour charges, water charges, pumping, including form work, laying concrete, vibrating, curing, excluding dewatering charges etc.,complete for finished item of work but excluding cost of steel and its fabrication charges and seigniorage charges. For Catchpits including bed Note: 1) The rate is worked out with 100% Cement and 50% Natural Sand & 50% Manufacture sand. 2) The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3) For estimate purpose Cement Content is taken as 275 Kg/Cum. As per mix design, if the cement content is found to be less than 275 Kg/cum of concrete, the difference in cost shall be deducted. 4) Fine aggregate conforming to Grading Zone IV shall not be used

Junction Improvement;Supply and placing of Plain Cement Concrete (PCC) M10 Standard Mix Concrete grade as per IS 4926-2003 and with minimum cement content (cement content is taken as 220 kgs)for road work using crushed stone coarse aggregate (Hard broken stone of granite, trap, dolerite and dolamite free from dust obtained by quarrying, wedging, breaking, burning and splitting of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4, mechanically mixed using batching plant, transit mixer & concrete pump, placed in foundation and compacted by vibration including cost and conveyance of all materials, labour charges, water charges, pumping, form work, laying concrete, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH. (Excluding dewatering and seignorage charges) For CC Road, For Footpath, traffic islands, Graveyard compound wall Note: 1) The rate is worked out with 100% Cement,50% Natural Sand and 50% manufactured sand. 2) The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3) For estimate purpose Cement Content is taken as 220 Kg/Cum. As per mix design, if the cement content is found to be less than 220kgs per cum of concrete, the difference in cost shall be deducted. 4) Fine aggregate conforming to Grading Zone IV shall not be used

Junction Improvement;Construction of granular sub-base by providing well graded material / Close Graded (Grade I) material CBR value minimum 30 (Hard broken stone of granite, trap, dolerite and dolamite free from dust obtained by quarrying, wedging, breaking, burning and splitting (Quartzite and basalt with aggregate impact of less than 20) mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m ,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller 80-100 kN to achieve the desired density, complete as per Technical Specification Clause 401 - Plant mix method For CC Road

Junction Improvement;Compacting original ground supporting subgrade for loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 MORD / 305 MORTH For CC Road

Junction Improvement;Dismantling CC by mechanical means: Dismantling of existing structures like roads, culverts, bridges, retaining walls and other structure comprising of cement concrete,including T&P and scaffolding wherever necessary, sorting the dismantled material, stacking the serviceable material but with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH For CC Road

Junction Improvement;Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal , dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH(by Mechanical Means in ordinary soils upto 3m depth) (for pipe drain, catchpits, footpath, traffic islands) for complete fnished item of work. For Storm Water Drain, catchpits, footpath, traffic islands

Junction Improvement;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH For CC Road