Municipal Corporation Tender

Laying of 1000mm RCC and 900mm dia RCC NP3;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) NP3 Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including transportation 10km lead etc- 1000mm Dia. RCC NP3 class pipes

Laying of 1000mm RCC and 900mm dia RCC NP3;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) NP3 Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) including transportation 10km lead etc- 900mm Dia. RCC NP3 class pipes

Laying of 1000mm RCC and 900mm dia RCC NP3;Lowering the RCC S/S for NP3 pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 For 600 mm dia- 1200mm Dia. RCC NP3 class pipes

Laying of 1000mm RCC and 900mm dia RCC NP3;Lowering the RCC S/S for NP3 pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 For 600 mm dia- 1000mm Dia. RCC NP3 class pipes

Laying of 1000mm RCC and 900mm dia RCC NP3;Lowering the RCC S/S for NP3 pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985 For 600 mm dia- 900mm Dia. RCC NP3 class pipes

Laying of 1000mm RCC and 900mm dia RCC NP3;Manufacture, Supply and Delivery of Rubber rings to suit R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. - 1200mm Dia. RCC NP3 class pipes

Laying of 1000mm RCC and 900mm dia RCC NP3;Manufacture, Supply and Delivery of Rubber rings to suit R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. - 1000mm Dia. RCC NP3 class pipes

Laying of 1000mm RCC and 900mm dia RCC NP3;Manufacture, Supply and Delivery of Rubber rings to suit R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. - 900mm Dia. RCC NP3 class pipes

Laying of 1000mm RCC and 900mm dia RCC NP3;Supply and delivery of DI covers with frame, cover of size 600mmx600mm -weight 90kg incl.cost and conveyance charges

Laying of 1000mm RCC and 900mm dia RCC NP3;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 pipe line

Laying of 1000mm RCC and 900mm dia RCC NP3;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 Catch-pits

Laying of 1000mm RCC and 900mm dia RCC NP3;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 Catch-pit foundation

Laying of 1000mm RCC and 900mm dia RCC NP3;Supply and placing of Ready Mix Concrete M 10 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete-For catch pits

Laying of 1000mm RCC and 900mm dia RCC NP3;Supply and placing of RCC M 20 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.. -For catchpit -Bottom slab

Laying of 1000mm RCC and 900mm dia RCC NP3;Supply and placing of RCC M 20 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.. -For catchpit side walls 400mm thick

Laying of 1000mm RCC and 900mm dia RCC NP3;Supply and placing of RCC M 20 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.. -For catchpit -Top slab

Laying of 1000mm RCC and 900mm dia RCC NP3;Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Laying of 1000mm RCC and 900mm dia RCC NP3;Carting the excavated earth to a lead of 10 KMS including Labour chargess for loading and unloading, Transportation etc. complete as per specification

Laying of 1000mm RCC and 900mm dia RCC NP3;Filling with Earth filling (ordinary soil) useful 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 ramming 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)

Laying of 1000mm RCC and 900mm dia RCC NP3;Earthwork in excavation for structures(manual means) 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Laying of 1000mm RCC and 900mm dia RCC NP3;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 including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH- For Restoration

Laying of 1000mm RCC and 900mm dia RCC NP3;Supply and placing of the Ready Mix Concrete of M10 grade from GHMC approved RMC suppliers as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard Mix Design as per IS-10262:1982 with coarse aggregate of nominal size 20 mm and fine aggregate of Zone-II as per the Mix Design approved by the Department from standard suppliers including cost and conveyance, vertical pumping up to 5 floors/ horizontal pumping up to 60.0 M for buildings/ pavements etc., works for basic cost including levelling, grading, spreading, curing, , centering, vibrating, compacting, finishing etc as required including material VAT, excise duty, pumping, transportation approved admixture etc complete.For Restoration

Laying of 1000mm RCC and 900mm dia RCC NP3;Supply and placing of the Ready Mix Concrete of M30 grade from GHMC approved RMC suppliers as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard Mix Design as per IS-10262:1982 with coarse aggregate of nominal size 20 mm and fine aggregate of Zone-II as per the Mix Design approved by the Department from standard suppliers including cost and conveyance, vertical pumping up to 5 floors/ horizontal pumping up to 60.0 M for buildings/ pavements etc., works for basic cost including levelling, grading, spreading, curing, , centering, vibrating, compacting, finishing etc as required including material VAT, excise duty, pumping, transportation approved admixture etc complete 150mm thick-For Restoration