SWD

Excavation of 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

Excavation for 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

Cutting open C.C. road surface including stacking of excavated materials including hire charges of all tools and plants and all labour charges for finished item of work as directed by the Engineer - in - Charge.

Cutting open B.T. road surface including stacking of excavated materials including hire charges of all tools and plants and all labour charges for finished item of work as directed by the Engineer - in - Charge.

Manufacture, Supply and Delivery of _____ R.C.C. Socket and Spigot NP-3 Pipes Conforming To B.I.S. 458/2003 Ex-Factory (Rate Per Meter Of Effective Length) Including Transportation, Taxes & Duties. (Non-Pressure) 900mm dia

Manufacture, Supply and Delivery of _____ R.C.C. Socket and Spigot NP-3 Pipes Conforming To B.I.S. 458/2003 Ex-Factory (Rate Per Meter Of Effective Length) Including Transportation, Taxes & Duties. (Non-Pressure) 600mm dia

Lowering the RCC S/S pipes carefully into the ready made trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985. 900 mm dia

Lowering the RCC S/S pipes carefully into the ready made trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985. 600mm dia

Manufacture, Supply and Delivery of Rubber rings to suit NP-3 Class R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. 900mm dia

Manufacture, Supply and Delivery of Rubber rings to suit NP-3 Class R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. 600mm dia

Earth work excavation for foundations and depositing on bank for all lifts with an initial lead of 10m including all operational ,incidental, labour charges such as shoring, sheeting ,planking ,strutting etc complete for finished item. Including seignorage excluding dewatering charges etc. as per SS-20B (APSS 308)

Plain Cement concrete (1:4:8) using 40 mm metal with hand mixing 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 cost of seigniorage charges on all materials, all taxes including labour for cutting stones to required size and shape, mixing of cement mortar construction, Scaffolding charges etc. complete for finished item of work.

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.

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. 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. SIDE WALLS

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. 300mm SLAB

Supply, delivery and fixing of DI Covers and frame with outer frame (750 X 750 mm) including cost and conveyance of all materials, labour charges, etc., complete. (130 Kgs)

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

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

Plastering with CM 2 coats, 12 mm thick, base coat in CM (1:5), 8mm thick and top coat in CM (1:3), 4mm thick with sponze finishing.

Constructon of 0.90mt circular sewer man hole of 0.90 mts depth with cement bricks of size (flyash cement blocks of size 225X100X60mm with compressive strength of 50kg/ sqm IS:12894- 1990 class -V ) in cm 1:4 prop for vartical and corbelling portion including cc bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.23 mt thick and cc benching of 0.15mt thick and chanelling with cm 1:2:4 prop with internal plastering 20 mm thick (cm 1:3 prop) and external plasterng 12mm thick ( cm 1:3prop) with fine rendering including fixing charges of FC/ CI cover and frame but excluding cost of cover and frame and including the cost and fixing charges of CI steps, including the cost and conveyance of all materials at site complete and curing for 21 days complete as per specification etc complete.

Constructon of 1.20mt circular sewer man hole of 1.65 mts depth with cement bricks of size (flyash cement blocks of size 225X100X60mm with compressive strength of 50kg/ sqm IS:12894- 1990 class -V ) in cm 1:4 prop for vartical and corbelling portion including cc bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.23mt thick and cc benching of 0.15mt thick and chanelling with cm 1:2:4 prop with internal plastreng 20 mm thick (cm 1:3 prop) and external plasterng 12mm thick ( cm 1:3prop) with fine rendering including fixing charges of FC/ CI cover and frame but excluding cost of cover and frame and including the cost and fixing charges of CI steps, including the cost and conveyance of all materials at site complete and curing for 21 days complete as per specification etc complete.

Constructin of 1.50Mt. ( Circular) sewer man hole 2.30 mt depth with cement bricks in CM 1:4 prop., corbelling, including of CC bed (1:4:8) prop using 40mm gauge metal 0.23 Mts thck and CC 1:2:4 benching/ chaneling, internal plastering 20mm thick in cm 1:3 prop and external plastering 12mm thick in cm 1:3 with fine rendering including cost and fixing of encapsulated steps 5Nos and fixing FRC/CI cover and Frame, but excluding the cost of cover and frame including all taxes the cost and conveyance of all materials at site complete and curing for 21 days complete as per specification.

Construction of Additional 0.10mt depth to 0.90mt circular dia sewer man hole of 0.90 mts depth with cement bricks of size (flyash cement blocks of size 225X100X60mm with compressive strength of 50kg/ sqm IS:12894- 1990 class -V ) in cm 1:4 prop for corbelling portion with internal plastreng 20 mm thick (cm 1:3 prop) and external plasterng 12mm thick ( cm 1:3prop) excluding the cost and fixing charges of CI steps, including the cost and conveyance of all materials at site complete and curing for 21 days complete as per specification etc complete.

Construction of Additional 0.10mt depth to 1.20mt circular dia sewer man hole of 1.65 mts depth with cement bricks of size (flyash cement blocks of size 225X100X60mm with compressive strength of 50kg/ sqm IS:12894- 1990 class -V ) in cm 1:4 prop for corbelling portion with internal plastreng 20 mm thick (cm 1:3 prop) and external plasterng 12mm thick ( cm 1:3prop) excluding the cost and fixing charges of CI steps, including the cost and conveyance of all materials at site complete and curing for 21 days completeas per specification etc complete

Construction of additional man hole 0.100 mt depth of 1.50 mt ( Circular) internal size with cement bricks in CM 1:4 prop including of internal plastering 20mm thick in CM 1:3 and external plastering 12mm thick in CM 1:3 with fine rendering inclduing fixing of 1 Nos encapsulated steps all taxes inclduign the cost and conveyance of all materials and labour at site complete and curing for 21 days complete as per specification.

Manufacture as per BIS:12592 (Part 1&2) Supply & Delivery of manhole covers and frames anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site ,central excise duty but excluding VAT and other taxes as applicable.H.D.-35 with 560mm diaclear opening. (Pg. 566/594, Sl. No. I (d), SSR 2024-25)

Providing detail field survey of site including data collection ,plan preparation, levelsheets for laying SWG/UGD along with submission of soft & Hard copies required as directed by the Engineer-in-charges for 1km distance.(Quotation)

Dewatering from pipe line trenches with oil engine drain pumpsets including hire charges fuel charges and wages for helper etc, complete (5 HP diesel) for 20days

Providing barricading arrangement with casurina ballies as per design duly excavating pits and its removal after the function is over including hire charges of the barricading materials as per the schedule given by the departmernt authorities complete for finished item of work.2-TIER (2 Nos Horizontals- 6'-0" long -1 No Vertical-4'-0" High)