Municipal Corporation Tender

civil;Providing and placing of Ready Mix Concrete of Grade M-30 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, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1. The rate of RMC is worked out with manufactured sand (rock sand) and natural river sand in the ratio of 50:50. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.

civil;Providing and placing of Ready Mix Concrete of Grade M-10 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, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1. The rate of RMC is worked out with manufactured sand (rock sand) and natural river sand in the ratio of 50:50. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design.

civil;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.

civil;Refilling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH including all material, labour, accidental charges etc complete

civil;Lowering the NP2 /NP3 class RCC plain ended pipes carefully into the trench, laying them true to alignment and gradient, jointing RCC pipes with cement joints including curing, the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc., , complete including all Charges as directed by the Engineer - in - Chief 450mm dia RCC NP2 class pipe

civil;Manufacture, Supply and Delivery of R.C.C. NP2 Class Collars conforming to B.I.S. 458/2003 (Rate per each Collar) suitable for R.C.C. Plain ended pipes including Transportation etc., complete. 450mm dia RCC NP2 collars

civil;Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003 NP2, including transportation Loading, Unloading & Stacking etc., complete. 450mm dia RCC NP2 pipe

civil;Centering Charges

civil;P.C.C. grade M 15 (MORD) (Hand mixed) using 20 mm nominal size Graded hard stone aggregate, and compacted by vibration including curing all material ;curing, labour, accidental charges etc complete . manufactured sand (rock sand) and natural river sand in the ratio of 50:50.

civil;Plain Cement concrete (1:5:10) using 40 mm metal with hand mixing all material ;curing, labour, accidental charges etc complete . manufactured sand (rock sand) and natural river sand in the ratio of 50:50.

civil;Carting of excavated earth with a lead of 15 KM's including cost and conveyance of all materials and all labour charges etc., complete for finished item of work.

civil;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 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 Manual Means