DTCP BPS & LRS 2026-27

Earthwork excavation in soils upto SDR by mechanical means 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 MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge -Mechanical means

Construction of granular sub-base Gr - III by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 MORTH.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.

Construction of un-reinforced, at 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 clause 1501.2.2 M30 (grade) coarse and fine aggregate confirming to I.S: 383,maxium 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 form work (steel channel, laying and fixing of 125mm thick polythene film wedges steel plates including leveling the form work as per drawing) spreading the concrete with shrives, rakes compacted using needle and plate vibrator and finished in continuous operation including provision of concrete and expansion construction joints, primer, sealant and construction of joints, admixtures as approved, curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and specification clause 1501 MORD.

1. Add GST @ 18%

2.Seignorage Charges

Note : The contractor should engage Technical personel during execution of work failing which necessary amount will be deducted from the contractor bill. The labour cess @1% shall be deducted from the contractor's bill without adding to the workdone as per the Government orders. The 3rd party QC charges shall be deducted from contractor bill from out of over head charges loaded in data.

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.