Municipal Corporation Tender

Laying of SWD;Spreading with Wet Mix Macadam finer than 3mm with not more than 10% passing 0.075 sieve, including supply and delivery of crusher stone dust finer than 3mm for filling, including cost of crusher stone dust, Seigniorage charges and conveyance to site, filling charges, watering, tamping and ramming and all labour charges and operational charges complete as directed by the Departmental officers.

Laying of SWD;Excavation for pipeline in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD Where the depth is less than 1 ½ times width.

Laying of SWD;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 SWD;Plain Cement Concrete (1:4:8) prop using 40mm metal with hand mixing upto Plinth level including Cost and Conveyance of all materials like Cement Sand Coarse Aggregate Water etc., to Site Cost of Seigniorage Charges on all materials, all taxes and Labour Charges for mixing , laying Concrete for foundation tamping, vibrating, lifting, curing, finishing top surface for benching, Kerbing, lintel & table drain, But Excluding centering shuttering charges cost of steel and fabrication charges etc., Complete for finished item of Work.(As per SS 402). per 1 Cum.(Hand Mixing)

Laying of SWD;Supplying, fitting and placing of HYSD Fe 500 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.

Laying of SWD;Supply and placing of RCC M 30 as per IS-4926:2003 of following grades with minimum cement content of 360Kg/cum 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, centring charges etc., complete.(RMC-M30) 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. Top slab

Laying of SWD;Supply and placing of RCC M 30 as per IS-4926:2003 of following grades with minimum cement content of 360Kg/cum 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, centring charges etc., complete.(RMC-M30) 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. Long walls Cross walls

Laying of SWD;Supply and placing of RCC M 30 as per IS-4926:2003 of following grades with minimum cement content of 360Kg/cum 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, centring charges etc., complete.(RMC-M30) 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. Botom Slab

Laying of SWD;Supply and fixing of DI covers 0.60x0.60 including cost and conveyance of all materials labour charges etc., complete

Laying of SWD;Supply and fixing of RCC perforated covers 0.75x0.75x0.125m and frames of size 0.90 x 0.90x 0.150m, including cost and conveyance of all materials labour charges etc., complete

Laying of SWD;Lowering RCC NP3 class Socket and Spigot 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 excluding cost of rubber rings as per BIS No. 783/1985

Laying of SWD;Manufacture,supply and delivery of Rubber rings to suit RCC NP3 class Socket and Spigot pipes confirming to B.I.S. 5382/ 1985 (RATE PER EACH RUBBER RING) including Transportation charges etc.complete.( Each)

Laying of SWD;Manufacture,Supply and delivery of RCC NP3 class Socket and Spigot pipes conforming to BIS 458/2003 at Ex-Factory (Rate per meter of effective length) including Transportation etc.complete.(1 RMT) 600mm dia

Laying of SWD;Excavation for roadway in Hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH

Laying of SWD;Excavation for pipeline in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD Where the depth is less than 1 ½ times width.

Laying of SWD;Cutting open CC road surface