UGD/SWD

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete 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 ( cc SLABS)

Dismantling of existing structures comprising of cement concrete 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 - By Mechanical Means (RR masonary)

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 MORD / MORTH (BT)

Manufacture, Supply and Delivery of RCC NP3 Socket and spigot pipes confirming to BIS 458/2003 including cost and conveyance of all materials For 600 mm dia (SSR item)

Manufacture supply and delivery of rubber rings to suit 600mm dia rcc socket and spigot np3 pipes confirming to bis 5382/1985 (rate per each rubber ring) including transportation

Lowering the RCC S/S for NP3 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 For 600 mm dia

Manufacture as per BIS:12592(Part 1&2) Supply and delivery of DI Manhole covers and square frames with ISI marking any where in A.P., F.O.R. destination including loading, unloading, stacking at site but excluding central excise duty, sales tax, octroi and other Gov. levies etc., as applicable

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

Earthwork excavation in hard rock(blasting prohibited) with rock breakers including breaking rock and disposal with initial lift of 3 mts and lead upto 1000 meters

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, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete

Supply and placing of RCC M 30 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and standard mix design as per IS:10262:2009, with minimum cement content (cement content is taken as 350 kgs) using crushed stone coarse aggregate of 20mm and 10mm nominal sizes graded as per table 600-1 conforming to clause 602.2.4, mechanically mixed using batching plant, transit mixer & concrete pump and compacted by vibration including cost and conveyance of all materials, labour charges, water charges, pumping, form work, laying concrete, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH Note: 1) Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2) The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3) For estimate purpose Cement Content is taken as 350 Kg/Cum. As per mix design, if the cement content is found to be less than 350 kgs per cum of concrete, the difference in cost shall be deducted. - For Catchpits raft

Supply and placing of RCC M 30 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and standard mix design as per IS:10262:2009, with minimum cement content (cement content is taken as 350 kgs) using crushed stone coarse aggregate of 20mm and 10mm nominal sizes graded as per table 600-1 conforming to clause 602.2.4, mechanically mixed using batching plant, transit mixer & concrete pump and compacted by vibration including cost and conveyance of all materials, labour charges, water charges, pumping, form work, laying concrete, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH Note: 1) Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2) The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3) For estimate purpose Cement Content is taken as 350 Kg/Cum. As per mix design, if the cement content is found to be less than 350 kgs per cum of concrete, the difference in cost shall be deducted. - For catchpits side walls (300mm )

Supply and placing of RCC M 30 by Ready Mix (RMC) Standard Mix Concrete grade as per IS 4926-2003 and standard mix design as per IS:10262:2009, with minimum cement content (cement content is taken as 350 kgs) using crushed stone coarse aggregate of 20mm and 10mm nominal sizes graded as per table 600-1 conforming to clause 602.2.4, mechanically mixed using batching plant, transit mixer & concrete pump and compacted by vibration including cost and conveyance of all materials, labour charges, water charges, pumping, form work, laying concrete, curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH Note: 1) Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2) The quatities for cement , coarse aggregrates and fine aggregrates are for estimating purpose only. The exact quantities will be as per mix design. 3) For estimate purpose Cement Content is taken as 350 Kg/Cum. As per mix design, if the cement content is found to be less than 350 kgs per cum of concrete, the difference in cost shall be deducted. - Top slab

Supplying, fitting and placing HYSD (Fe 500) 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.

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

Filling with crusher Stone dust 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 and conveyance to site filling charges watering tamping and ramming and all labour charges and operational charges complete as directed by the departmental officers.

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

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. including labour for cutting stones to required size and shape, mixing of cement mortar construction, Scaffolding charges etc. complete for finished item of work.

Flush Pointing to RR Masonary in Cement Mortor 1:3 Prop . including cost & conveyance of all materials to site,labour charges on all materials, curing etc., Complete for finished item of work.

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

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)

Excavation for roadwork in soil with by manual means 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

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 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, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture 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.