15th FC untied Grant 2025-26 1st installment

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 etc., complete and as directed by Engineer -in charge of work as per Technical Specification Clause 202 MORD / MORTH - Stone Masonry in Cement Mortar

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 etc., complete and as directed by Engineer -in charge of work as per Technical Specification Clause 202 MORD / MORTH - Cement Concrete (by mechanical means)

Excavation for roadway in soil using manual 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 etc., complete and as directed by Engineer -in charge of work

Carting of waste material with a initial lead up to 3.00 km including loading, unloading charges etc., complete and as directed by Engineer -in charge of work

Collection, supply and Filling with Stone Crusher Dust (Finer than 3mm HBG m/c) in layers by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges etc., complete for finished item of work. (APSS NO. 309 & 310) (RBR - F NDN - 2) from a) D No 4/1427 to 4/1435

Providing Plain Cement Concrete nominal mix (1:4:8) in open foundations using 40 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. etc., complete and as directed by Engineer in Charge of work.

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 28- 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)

Cutting road surface including stacking of excavated materials for pipe line trench work. a) Cutting open C.C. road surface.

Cutting road surface including stacking of excavated materials for pipe line trench work. b) Cutting open BT road surface.

Excavation for pipe 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. (RBR-EECD-5-iii)

Earthwork in excavation for Pipeline as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing. Removed of stumps and other deleterios 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 (ordinary soil using manual means)

Manufacturing and Supply and delivery of Unplasticised PVCs pipes for potable water supplies conforming to IS:4985/2000(third revision) with bell ends (socket) as per specification in light Grey/Natural Lvory Grey/Any other Color (except White) inclusive of transporation to the sub -divisional stores anywhere in AP excluding Excise duty and including Sales Tax etc. 200 mm Dia PVC pipes 10kg/cm2

Lowering, Laying, Jointing and testing to hydralic test pressure including cost of water with minumum water lead of 50m for UPVC pressure pipes in ready made trenches true to alignment and gradient including all sundries but excluding cost & conveyance of pipes from source of supply and jointing materials as per BIS No.7634- Part III - 1975 . 200 mm Dia PVC pipes 10kg/cm2

Collection and supply of filling sand including cost and conveyance at site of work and labour charges for spreading , watering and ramming etc.., complete ( clause 305-89 MORD and 304 MORTH)(RBR-F NDN-2)

Supply and delivery of 110 mm x 90mm Tee - UPVC/SWR Pipe fittings

Supply and delivery of 110 mm dia PVC End caps

Supply and delivery of 110 mm dia PVC bends

Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated softsealing gate valves (Sluice valves) with bodybonnet of ductile cast iron of grade GGG40/ SG 400/12 or equivalent grade as per I.S.3896-part2- 1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846- 2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per IS:1538.

1. Add VAT @ 5%

2. Labour Cess @ 1%

Note : The contractor should engage Technical personel during execution of work failing which necessary amount will be deducted from the contractor bill.