Public Health And Municipal Engineering Department Tender

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost towards material, labour, formwork and staging and all other incidental charges for complete finished item of work as directed by the Engineer in ChargeTop Slab portion

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For Side wallsFor C.C Drain - side walls

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-FNDN-4 E: Providing R.C.C. grade M 25 (Design Mix) concrete using 20 mm Graded Metal (MORD) for structures using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH For base slabFor Drain portion (Baseslab)

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-FNDN-4 II(iii): Providing P.C.C grade M 15 Nominal mix concrete for structures using 20mm size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost towards material, labour, formwork and all other incidental charges for complete finished item of work as directed by the Engineer in Charge.For C.C Drain - side walls

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-FNDN-4 II(iii): Providing P.C.C grade M 15 Nominal mix concrete for structures using 20mm size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including cost towards material, labour, formwork and all other incidental charges for complete finished item of work as directed by the Engineer in Charge.For Drain portion (Baseslab)

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;Providing Plain Cement concrete nominal mix M10 grade using 20mm size Graded Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 2.36mm and below 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)

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;Dewatering trenches duly bailing out water from the trenches with oil engine driven pump sets using 5hp diesel dewatering pump, including hire charges, fuel charges and crew charges for Driver and Helper, and all other incidental and operational charges including suction and delivery hose, lead of drain in to natural drain etc. complete as per the directions of the Engineer in Charge

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;Excavation in ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil for Storm water drains as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for construction of drains including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;Excavation in ordinary soils, up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Storm water drains as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 304 MoRTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas for construction of drains including diversion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-STCL-5 : 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 / MORTHReinforced Cement Concrete and prestressed Concrete (Manual means)

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-STCL-5 : 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 / MORTHCement Concrete M15 & M20 (Manual means)

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : 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 Mortarfor Stone Masonry

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;Carting of surplus excavated earth /rock/ soil or any debris for a lead of 5kms from the site to suitable place including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;Saw cut joints for freshly laid concrete pavement including all material and labour charges as directed by the Engineer in Charge

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work.

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-EECD-15: Construction of earthen shoulders with approved material obtained from roadway cutting with all leads and lifts including pre-watering of soil, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (5th revision).

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-CCPV-5-Construction of M30 grade plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement @ 350 kg per cum or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-FNDN-4: Providing Plain Cement concrete nominal mix M10 grade using 20mm size Graded Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site, labour charges for mixing, laying, concrete, ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work.

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge

Construction of Storm Water Drains and Laying of CC Roads in Division No 35 in Kammam Municipal Corp;RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means by using Hydraulic excavator including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge.