Rural Development And Panchayat Raj Department Tender

Thamlapura: Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992,IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing Stoneware pipe 300 mm complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.

Thamlapura: Conducting Topographical GIS survey for the proposed Water Supply / UGD scheme to the city / town with latest total station survey equipments. The work shall include collection of field data from local body, conducting detailed survey showing the all important land marks, existing water supply lines, sewer lines, all roads, levels, nature of roads, L-section survey for transmission main/ feeders/sub-feeder/ rising main from Jack well to WTP and WTP to OHT’s and distribution network inlcuding clearing the obstructions, with all survey staff required covering all the developed & newly developed layouts or L-section survey for Sub-Main/ Mains/Trunk Sewer/Rising main from wetwell to STP inlcuding clearing the obstructions, with all survey staff required covering all the developed & newly developed layouts with submission of Soft copy of rawingsalong with source file and Hard Copy in 3 sets for the following Water Supply /Sewer work main pipes

Thamlapura: Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2m dia Circ. B M.H: For 1.3 m depth & SFRC cover and frame complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.

Thamlapura: Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2m dia Circ. B M.H: For 1.5 m depth & SFRC cover and frame complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.

Thamlapura: Providing and constructing WIRE CUT BRICK MACHINEHOLE CHAMBERS using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, arricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2m dia Circ. B M.H: For 1.6 m depth & SFRC cover and frame complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.

Thamlapura: Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.

Thamlapura: Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work. :M-Sand

Thamlapura: Supplying, lowering, laying, fixing, testing and commissioning of SW JUNCTION PIPES, conforming to IS: 651:1992 with latest amendments, of sizes, including conveying to work site and caulking with hemp dipped in tar cement and jointing with CM 1:1.5 with sulphate resistant cement conforming to IS - 12330 with latest revisions and amendments, perfect linking, curing and testing with water, with all lead and lifts, including cost of jointing materials etc. complete for : (Contractor will make own arrangements for procuring water for testing). 225mmX100mm dia complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work

Thamlapura: Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, etaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances.complete. 110 mm dia complete with all leads, lifts, loading, unloading, cost and conveyance of all materials, labour hire charges of equipment's and as per the direction of the Engineer in charge of the work.

Thamlapura: Supplying PVC pipes 63mm (weight of pipe - 0.662 Kg) complete as per specification and as directed by the Engineer in charge of the work

Thamlapura: Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787):complete as per specification and as directed by the Engineer in charge of the work

Thamlapura: Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specification and as directed by the Engineer in charge of the work

Thamlapura: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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 specification and as directed by the Engineer in charge of the work

Thamlapura: Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of materials,usage& all other appurtenaces required to complete the work complete as per specification and as directed by the Engineer in charge of the work

PRED SR Item No.16.18 Stabilized Sub base / Base: WITH ZYDEX NANO TECHNOLOGY Additives Stabilized Sub base / Base : Providing, Laying, spreading and Compacting in Situ / borrow area soil of CBR Greater Then 5% mixed with 30% crushed aggregate / murum / GSB Grade 2 as per mix design. Application: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 250mm. Mix aggregates as per mix design with rotavator. (2) Spread Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply 1kg / cum Terrasil organosilane Nanotechnology and 1 kg/ cum Zycobond Acrylic Nano copolymer mixed in OMC water (Less then 1000 ppm TDS) on loose mix. Scarify the treated mix with rotavator (4) Compact partially the surface with vibratory roller. (4) Spread 26.5 and down size aggregates on the graded soil surface to form 20-25 mm thick soil-aggregate-cement layer. (5) Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. Rates include all material, labour, hire charges of machinery etc. as per MORD specifications & direction of the Engineer-in-Charge.(Rate-2617.00/Cum)