15th FC Untied Grant/2022-23(1st Installment)

Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes. 150 mm ID class SN8

Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes. 200 mm ID class SN8

Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes. 250 mm ID class SN8

Manufacture, supply, & delivery of (DWC) structured wall polyethylene/polypropylene piping system with nonsmooth external annular corrugated and smooth internal surface (Double Wall) for nonpressure sewage & Drainage application pipes of standard length 6 m, grade conforming to IS 16098 (part-II: 2013) including transportation to anywhere in A.P, excluding all taxes. 300 mm ID class SN8

RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for Pipe line trenches as per drawings and technical specifications including setting out, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 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 laying sewer/water lines including divertion 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 for Pipe Lines by mechanical means.

Earthwork excavation hard rock and rock boulders more than 3 Cum in size for for Pipe Line as per drawing and technical specifications in inhabited areas such as urban areas without blasting and as per specification, drawing and as directed by departmental officers taking all precautionary measures in the restricted areas with the initial lead of 50mts and intial lift of 3m taking all precautionary measures in the restricted areas including all incidental and operational charges etc., complete

Collection, supply, and filling of Crusher Stone Dust from approved quary to work site and stacking at work site including cost and conveyance of all materials, labour charges etc., complete as per standard specifications. Clause 305.39 MORD & 304 MORTH etc., complete and as directed by Engineer in Charge of work

Laying of SN8 structured wall (External Annular Corrugated & Smooth Internal surface) Polythelene pipes, on the lower bedding (Constructed at bottom of trenches) at prescribed gradient, depth & alignment including installation and jointing of the same with the help of coupler (on line/ off line) attached to one end of the pipe & sliding the coupler end over the elastomeric sealing rubber ring fitted on the specified valley of the spigot end of next pipe, testing the water tightness of the joint assembly, ensuring the continuity tests of specified pipe segments etc. complete as per drawing, specifications & detail engineering, including carriage of pipes & fittings from site stacks to the place of laying etc. as per direction of Engineer-in-charge. (Payment to be made on the basis of actual finished length of pipe line). 300 mm ID class SN8

Providing and constructing of RCC circular manhole of grade M-30,Type- A ,900 mm internal diameter according to drawing, fixing (slant portion of 0.64 m and raft 0.3 m) with cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter, total weight of cover and frame to be not less than 182 kg, Plastering with SRC cement motor 1:3 including centering shuttering all complete as per standard design and as directed by Engineer in charge.thick in single coat of portland slag CM (1:3) prop; 12mm thick, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-10) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete For Man hole A Type

Providing and constructing of RCC circular manhole of grade M-30,Type- A ,900 mm internal diameter according to drawing, fixing (slant portion of 0.64 m and raft 0.3 m) with cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter, total weight of cover and frame to be not less than 182 kg, Plastering with SRC cement motor 1:3 including centering shuttering all complete as per standard design and as directed by Engineer in charge.thick in single coat of portland slag CM (1:3) prop; 12mm thick, the foundation concrete in CC (1:4:8) prop; using 40mm nominal size hard broken granite stone and supporting incoming pipes with concrete block / masonary wherever necessary including finishing the gap with CM (1:3) prop; on both the sides including supply and fixing of manhole frame and cover (HD-10) and Plastic steps including cost and conveyance of all other incidental and operational charges etc., complete Extra Depth for every 1.0 m depth beyond 0.85 m and inlining with SRC cement mortor of 1:3

Providing and constructing of precast RCC circular manhole of grade M-30,Type- B, 1200mm internal diameter according to drawing, fixing (Slant portion of 1.15m and raft0.3m) with cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter, total weight of cover and frame to be not less than 182 kg. Plastering with SRC cement motor 1:3 including centering shuttering all complete as per standard design and as directed by Engineer in charge For Man hole B Type

Providing and constructing of precast RCC circular manhole of grade M-30,Type- B, 1200mm internal diameter according to drawing, fixing (Slant portion of 1.15m and raft0.3m) with cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter, total weight of cover and frame to be not less than 182 kg. Plastering with SRC cement motor 1:3 including centering shuttering all complete as per standard design and as directed by Engineer in charge Extra Depth for every 1.0 m depth beyond 1.15 m and inling with SRC cement motor of 1:3.

Construction of 0.6 X 0.6 X 0.6m depth with 100mm wall thick Inspection chambers with manhole covers and frame using M30 grade of concrete (Design Mix) using 20mm graded metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water, 100mm thick side wall and base slab in M30 grade, 100mm thick PCC (1:4:8) prop using 20mm HBG metal, complete as per approved drawings and as directed by Engineer-in-Charge complete for finished item of work

Manufacture, Supply and delivery of 100mm ID Class SN 8 Double wall corrogated (external annual corrugated & smooth internal wall) (DWC) pipe in accordence with IS 16098 (Part-2) including conveyance charges to work site, lowering in to trenches, laying true to line and level and perfect linking at joints with rubber gasket, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing with all labour, all lead & lift including earth work excavation upto 0.6mts depth, laying 100mm thick quarry rubbish, refilling the trench with excavated soils, carting of surplus earth upto a lead of 5kms, necessary hydraulic test to the required pressure as per ISS etc complete as per approved drawings and as per the directions of the engineer-in-charge for finished item of work

Dismantling, clearing away and carefully stacking or cement concrete of manholes of Unreinforced cement concrete upto 15 cm thicknes and disposal of unserviceable materials within 100 metres lead including cost and conveyance of all labour charges and complete etc., Complete.

Brick Masonry in C.M (1:3) prop. Using Common burnt clay bricks of class as per Table-1 of IS:1077-1992 Non- Modular or traditional size 23 x 11 x 7 cm including cost and conveyance, seignorage fee, mixing of cement mortar, and laying of bricks and mortar to specified thickness, watering, curing including scaffolding, hire and operational charges of machinery, all labour charges and all water lead charges etc., complete for finished item of work.

Supply, Delivery and Fixing of H.D.-35 with 560mm dia. Clear opening manhole covers and frames with ISI marking anywhere in A.P., F.O.R. destination including, loading, un-loading & stacking at site but excluding central excise duty, sales tax, octroi and other Govt. levies etc., as applicable.

Providing concrete for Plain Cement concrete grade M 20 (1:2:4) Nominal mix in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation 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.

Plastering 12mm thick with Cement mortar C.M (1:3) prop. including cost of conveyance of all materials to site and excluding seignorage fee, including screening mixing and laying, finishing with sponge finish and watering, curing including all labour charges etc., complete as per s.s for finished item of work.

Dismantling of Rubble stone masonary in cement mortar existing structure like cuvert 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.

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 / MORTH

Earthwork excavation for road way in soil by mechanical means 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 or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge. (By mechanical)

Earthwork excavation for road way in soil by mechanical means 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 or disposal of unserviceable soil with all leads and lifts etc., complete for finished item of work for trench cutting as per MORT&H specification No.301 and as directed by the Engineer-in-Charge. (By manual)

Collection, supply, and filling of Crusher Stone Dust from approved quary to work site and stacking at work site to Dept. gauge for premeasurements including cost and conveyance of all materials, labour charges etc., complete as per standard specifications. Clause 305.39 MORD & 304 MORTH etc., complete and as directed by Engineer in Charge of work

Providing concrete for plain/reinforced PCC grade M 10 nominal mix (1:3:6) concrete in open foundations using 20 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation 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.

Supply ,delivery and Lowering of 150mm dia R.C.C Plain end pipes NP-2 Class R.C.C Socket and Spigot Pipes Conforming to B.I.S 458/2003 at Ex-Factory (Rate per meter of effective length ) excluding transportation and all taxes and 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 including cost of rubber rings as per BIS No. 783/1985

Forming Subgrade with borrowed Selected earth with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-1 and table 300-2 of MoRT&H, including all hire and operational charges of T&P charges, complete for finished item of work as per MoRT&H specification 305 (5th Revision) , satisfying the Free Swell Index value less than 50%, soaked CBR value not less than 8% and other reqirements from clause 305 (5th Revision) and as directed by the Engineer in Charge.

Construction of Granular sub-base by providing HBT (Trap) material confirming to Grading - V of MoRT&H Table 400-1 including cost 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.

Providing, laying, Spreading and compacting graded HBT (Trap) crushed stone aggregate to Wet Mix macadem specification ( 5th Revision) as per Table 400-13, including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site , laying in uniform layers with paver in base courses on well prepared surface and compacting with Vibratory roller to acheive the desired density etc., as directed by the Engineer-in-Charge and as per MoRT&H specification.406 (5th revision) for finished item of work.

Construction of VCC M30 grade design mix un-reinforced, expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per IS codes, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21- days, and water finishing to lines and grade as per drawing and Technical Specification. (Note: - Payment will be released only after satisfactory core results of the concrete strength for 28 days as per IS code).

Providing and laying reinforced cement concrete design mix RCC M 20 Using Concrete Mixer in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH For Culvert

Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work.

Supply and Filling of Side Berms with Gravel complying with standard specifications including cost and conveyance of Gravel to site to work Labour charges, Watering tamping, ramming etc., complete and as directed by the Engineer-in-Charge of the work.

Carting away the surplus excavated earth from the work site with a extra lead of 1 KM beyond initial lead including loading unloading and Conveyance but excluding staking charges etc., complete

Yemmiganur Municipality