15th FC Grants 2024-25 1st Installment

Excavation for roadway in soil using Mechanical 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

Construction of granular sub-base/ base/ surface course using Gravel, spreading in uniform layers r on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Static Roller 80-100 kN capacity to achieve the desired density, complete as per Technical Specification Clause 401.4 as technical specification clause, ( RBR-SBBS-12 ) Natural Gravel

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. Excluding Seingorage Charges

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. Excluding Seingorage Charges

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)

RAISING OF MANHOLE COVERS (0.10 m raising)

BLD-CSTN-5-17-(55): Brick Masonry work in CM (1:5) prop with Flyash Cement solid blocks of size 225 x 100 x 60 mm for manufacturing of flyash solid blocks using flyash of 80 kgs cement 15 kgs gypsom 5 kgs, and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges scaffolding and curing etc complete. with a compressive strength not less than 75 kg/sqm for manual walls.

BLD-CSTN-6-4: Plastering with 20mm thick in single coat in CM (1:3) -withPortland Slag Cement for Inner walls.

BLD-CSTN-6-4: Plastering with 20mm thick in single coat in CM (1:3) -withPortland Slag Cement for Inner walls.

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

Constructing 457.2 mm x 457.2 mm (1'6"x1'6") brick in CM 1:6 prop. Masonry. Inspection chamber up to 914.4 mm (3'0") and fitted with light weight 457.2 mm x 457.2 mm (1'6"x1'6") C.I /RCC frame and cover

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-Stiffness Class SN-8 with Dia 100 mm

Laying of DWC Pipes of Class 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). with 100 mm Dia