Municipal Corporation Tender

RCC drain;Supply and placing of RCC M 30 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 , curing for 14 days,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 , Cement (@ 360 kg/Cum)

RCC drain;HIRE CHARGES FOR CENTERING & SCAFFOLDING - Unsupported Height up to 3.66 M Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc For Top slab SLABS - above 150 mm - Up to 300 mm thick (including Material Hire charges, Labour charges and centering charges) pg no. 233/546, ssr 2022-23

RCC drain;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, 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 designFor Side Walls, Cement (@ 300 kg/Cum)

RCC drain;Centering and scaffolding charges including labour charges for errection and dismantling of shuttering and scaffolding for CC /RCC side walls of Culverts / Storm water drains /Nalas (where sewage flows through them and not for normal / routine nature of drain works) -For Side Walls

RCC drain;Supply and placing of RCC M 30 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 , curing for 14 days, 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. including formwork @ 3.5% of cost of concrete i.e. cost of material, labour and machinery. (For Bottom Slab) , Cement (@ 360 kg/Cum)

RCC drain;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

RCC drain;Supply and placing of the Ready Mix Concrete (RMC) M10 grade Standard Design Mix Concretegrade as per IS4926- 2003 with minimum cement content as per IScode456- 2000 using 20mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, centering, shuttering vibrating / screed / pan vibrating, curing etc. complete but excluding cost of steel and its fabrication charges, for finished item of work. (M10-220 Kgs), {50% natural river sand + 50% rock sand}

RCC drain;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). Earth work excavation Ordinary Soil-Manual Means-Upto 3 m depth

RCC drain;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH Rubble (Stone Masonry in Cement Mortar)

RCC drain;Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH (cement concrete)