RCC Pipe Line

Cutting open B.T. road surface including stacking of excavated materials including hire charges of all tools and plants and all labour charges for finished item of work as directed by the Engineer - in - Charge.

Cutting open C.C. road surface including stacking of excavated materials including hire charges of all tools and plants and all labour charges for finished item of work as directed by the Engineer - in - Charge.

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 Where the depth is less than 1 ½ times width

Engaging dewatering pump of 10HP Diesel including all cost and conveyance charges

Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex factory (rate per metre of effective length) Excluding transportation & taxes. (600mm dia)

Conveyance of R.C.C Spun / Vibrated Cast (Reinforced) Plain ended pipes on all weathered roads including loading, unloading and stacking (per metre) (600mm dia_

Lowering the 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 excluding cost of rubber rings as per BIS No. 783/1985

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.

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)

Supply and placing of RCC M 25 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 Bottom Slab Catchpits

Supply and placing of RCC M 25 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 Side walls Catchpits

Supply and placing of RCC M 25 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 Top Slab Catchpits

Supply and placing of RCC M 25 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 Top slab Deduct catchpit covers

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded

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.

Supply and placing of the Ready Mix Concrete 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 (100% river sand) as per the Mix Design approved by the Department from standard suppliers including cost and conveyance, including levelling, grading, spreading, curing, centring, vibrating, compacting, finishing etc as required including material VAT, excise duty, pumping, transportation, approved admixture etc., complete (RMC -M10)

Supply and placing of the Ready Mix Concrete 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 (100% river sand) 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, centring, vibrating, compacting, finishing etc as required including material VAT, excise duty, pumping, transportation, approved admixture etc., complete (RMC - M30)

Supply delivery and fixing of DI covers including cost and conveyance of all materials labour charges etc., complete for finished item of work 90KG 600mm*600mm

Carting the excavated earth to a lead of 10 KMS including Labour chargess for loading and unloading, Transportation etc. complete as per specification