Municipality Tender

Laying of pipeline, UGD and CC road;Lowering, laying, jointing & testing of HDPE Pipe line laid to true alignment and gradiant to hydraulic field test pressure per IS code including cost of water with minimum water lead of 500m (Labour charges only) Outer dia of pipes in mm. ( 110mm dia HDPE )

Laying of pipeline, UGD and CC road;Supply and delivery of "Resilient Seated Soft Sealing" Gate Valves (Sluice Valves) with Body and Bonnet of Ductile Iron GGG-40/SG-400/15 or GGG-50/SG-500/7 or Equivalent as per IS1865, IS:3896-2 and Wedge fully Rubber Lined with food grade quality grade W270 grade EPDM, Replaceable Spindle Nut without gland packing with 3-O ring protection system on the Shaft and Seals of NBR. The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns)- RAL 5005 with Pocket Less Straight through body Passage conforming to Design standards of DIN-3202F4/BS:5163 Type A Flange drilling as per IS - 1538 excluding all taxes, duties and transportation

Laying of pipeline, UGD and CC road;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, 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.

Laying of pipeline, UGD and CC road;Collection , supply & filling Gravel for Shoulders including cost and conveyance of all materials and labour charges including watering, ramming, etc complete.

Laying of pipeline, UGD and CC road;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 1524 mm(5'0") depth and refilling with watering and tamping.

Laying of pipeline, UGD and CC road;BLD-CSTN-3-1-29.a : Construction of sewer conical manhole as per type design using Fly ash cement/lime solid blocks with compressive strength of 75 kg/sq.cm - IS:12894-1990 - CLASS - 7.5 - 225 x 100 x 60 and brick masonary in CM (1:5) prop; including CC (1:4:8) bed for foundation and of CC (1:2:4) prop; using 20mm HG metal for benching and channels, inside plastering 12mm thick in single coat of Portland slag CM (1:3) prop; and outside plastering 12mm thick in single coat of portland slag CM (1:3) prop; 12mm thick, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-20) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete.

Laying of pipeline, UGD and CC road;0.90m dia - 1.10m to 1.60m depth MH

Laying of pipeline, UGD and CC road;0.90m dia manhole up to 1.10m

Laying of pipeline, UGD and CC road;0.90m dia manhole extra lifts of 0.1m depth up to 1.60m depth

Laying of pipeline, UGD and CC road;Man holes of 1.20m dia and 1.65m depth ( 1.65m to 2.30m)

Laying of pipeline, UGD and CC road;1.20m dia manhole 1.65m depth

Laying of pipeline, UGD and CC road;1.20m dia manhole extra lift of 0.1m depth up to 2.30m

Laying of pipeline, UGD and CC road;Man holes of 1.50m dia and 2.40m depth ( 2.40m to 3.00m)

Laying of pipeline, UGD and CC road;1.50m dia manhole 2.40m depth

Laying of pipeline, UGD and CC road;1.50m dia manhole extra lift of 0.1m depth up to 3.00m

Laying of pipeline, UGD and CC road;Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber up to 914.4 mm (3'0") and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I frame andcover of 20 Kg.

Laying of pipeline, UGD and CC road;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

Laying of pipeline, UGD and CC road;Construction of granular sub-base/shoulders using Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 402 MORD, including overhead charges & Contractor profit.

Laying of pipeline, UGD and CC road;Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Laying of pipeline, UGD and CC road;Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Laying of pipeline, UGD and CC road;Construction of un-reinforced, at expansion and construction joint only plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30 (grade) coarse and fine aggregate confirming to I.S: 383,maxium in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher, using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125mm thick polythene film wedges steel plates including leveling the form work as per drawing) spreading the concrete with shrives, rakes compacted using needle and plate vibrator and finished in continuous operation including provision of concrete and expansion construction joints, primer, sealant and construction of joints, admixtures as approved, curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and specification clause 1501 MORD.

Laying of pipeline, UGD and CC road;Conveyance of surplus excavated earth to lead of 1 Km from work spot including all labour charges etc complete