Municipal Corporation Tender

Laying of CC road;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 CC road;c) Slab for catchpit 300mm thick

Laying of CC road;b) Side walls (300mm dia) for catchpit

Laying of CC road;a) Bottom slab for catchpit

Laying of CC road;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, 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

Laying of CC road;c) Slab for silt chamber300mm thick

Laying of CC road;b) Side walls (300mm dia) for silt chamber

Laying of CC road;a) Bottom slab for silt chamber

Laying of CC road;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, 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

Laying of CC road;Flush pointing with CM (1:3) to RR Masonary, including cost and conveyance of all materials to site, excluding cost of seigniorage charges on all materials, including labour charges on all materials, curing etc. complete for finished item of work.

Laying of CC road;Construction of RR Masonary in C.M (1:6) prop. Using hard granite stone including cost and conveyance of all materials like cement, sand, water, Granite stone etc. excluding cost of seigniorage charges on all materials, labour for cutting stones to required size and shape, mixing of cement mortar construction, Scaffolding charges etc. complete for finished item of work.

Laying of CC road;Saw cut joints for freshly laid concrete pavement including all materials and labour charges Groove 2-3mm

Laying of CC road;Mechanical trawelling, floating with power floater, finishing with sound edges and corners, including hire and operational charges of machinery,labour, fuel etc complete for finished item of workas directed by Engineer-in- charge of the work.

Laying of CC road;Raising of manhole 0.10 mt depth Constructon over 0.56m dia opening circular sewer man hole with cement bricks in cm 1:3 prop including internal plastreng 20 mm thick cm 1:3 and external plasterng 20mm thick cm 1:3 with fine rendering including cost and fixing FC/ CI cover and frame but excluding the cost of cover and frame . including the cost and conveyance of all materials at site complete and curing for 21 days complete all taxes as per specification etc complete. and excluding Seigniorage charges

Laying of CC road;Supply and placing of Ready Mix Concrete 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, centering, 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..

Laying of CC road;Supply and placing of impermeable plastic sheet 125 micron thickness over cement content mix as per Separation membrane including cost and conveyance of all materials etc.

Laying of CC road;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, curing for 14 days, centering, 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..

Laying of 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 CC road;Carting the excavated earth to a lead of 36 KMS (jawahar nagar dumping yard) including Labour chargess for loading and unlosding, Transportation etc. complete as per specification

Laying of CC road;Carting the excavated earth to a lead of 15 KMS including Labour chargess for loading and unlosding, Transportation etc. complete as per specification

Laying of CC road;Excavation of drain with Excavator in the exisiting nala etc complete for finished item of work

Laying of 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 CC road;Dismantling of existing structures like concrete, grade M10 including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and initial lead (By Manual means in Cement concrete grade M-10 & Below)

Laying of CC road;Dismantling of existing structures like concrete, grade M15 and above including T&P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable materials and stacking the materials with all lifts and initial lead (By Mechanical means in Cement concrete grade M-15 & M-20)