Uttar Pradesh Rural Road Development Agency Tender

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3m and lead upto 1000 m as per Technical Specification clause 301.4.1

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

P/L M-30 Grade concrete I.C.B.P. block having 80 mm thickness and size 200mmx100mm as pavement in Abadi portion on thin 20 mm compacted sand layer bedding spreaded over a properly profiled base course inlcuding all labour T&P etc. required for proper completion of work as per direction of Engineering in charge as per PWD schedule (Edge Block are including in rate & measurement should be taken only ICBP) on missing portion of road

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Construction of U drain as per specification and drawing including cost of all labour, material T&P,

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Missing /Reinforced cement concrete M-15 kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical specification cluase 1703 for Ordinary Km Stone

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Missing /Reinforced cement concrete M-15 kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical specification cluase 1703 for 5th K.M. Stone

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Missing / Reinforced cement concrete M-15 kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical specification cluase 1703

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Providing and fixing of Retro Reflective Nagrik Suchana Board consisting of two Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX750mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing.

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Providing and fixing of typical PMGSY informatory Retro Reflective sign board with Logo as per MORD specifications and drawing. The board will be a composite unit consisting of three plates of Aluminium composite material (ACM) 4mm thick face to be fully covered with high intensity prismetic sheeting type-4, material specification as per clause 1701.3.7. The top most plate will be a diamond shape of 600mmX600mm size rivited over welded MS iron angle frame of 25X25X5(mm size) on back on edges. The middle plate will be 1200mmX150mm size rivited over welded MS iron 25mmX25mm size on back on edges. The main lower most plate will be 1500mmX600mm size rivited over welded MS angle iron 25mmX25mmX5mm size. Welding of all two sheets over angle iron frame will be done neetly to plain surface on one side. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts placed at 1125mm a part center to center duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. The lettering and border etc. of middle and bottom plate, PMGSY Logo on top plate shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing.

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Providing and fixing of Retro reflectorised Maintenance /informatory sign as per IRC-67 made of corrosion resistant 4mm thick Aluminium Composite Pannel face to be fully covered with high intensity prismetic sheeting type-4 as per IRC-67 2010 sheeting with MS agnle 35mmX3mm supported on a mild steel angle iron post 75mmX75mmX6mm fimly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmX450mmX600mm, 600mm below ground level as per MORD drawing and technical Specification.

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Providing & Laying Hot applied thermoplastic compound 2.5mm thick including refetrorising glass beads @ 250gm/sqm area, thickness of 2.5mm exluding of surface applied glass beads as per I.R.C.35. The finish surface to be level, uniform and free streaks and holes. Compaction of thermo plastic material. Shall be as per table 800-3 of clause 803 of MORTH including cost of all material, labour T&P etc. required for proper completion of work as directed by Enginner in Charge but excluding .as per SOR

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Transverse Bar (repeated bars) for speed calming (thermo plastic paint). Providing & Laying hot applied thermoplastic compound 2.5mm thick including refetrorising glass beads @ 250gm/sqm area, thickness of 5 mm exluding of surface applied glass beads as per I.R.C.35. The finish surface to be level, uniform and free streaks and holes. Compaction of thermo plastic material. Shall be as per table 800-3 of clause 803 of MORTH including cost of all material, labour T&P etc. required for proper completion of work as directed by Enginner in Charge yellow coloured set six lines bar marking 5 mm thick 300 wide at spacing of 600 mm .

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Repairing of old existing culvert s and parapets with relettering and repainting etc. as per required/ direction of E/I

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Renewal (Part 3)

Providing Earthwork in Shoulders with approved material with 50 meter lead, laying in 15 cm thick compacted layers, breaking clods, dressing to required lines , curves, grade & section , watering and compaction at 100% proctor density to meet requirement as per MORD Specification clause 301.5 pg 3-3 Sl 3.4 Template will be provided by contrector allways At Entrance point (area 248.15 sqm.) EW on ramps provided for cattle crossing and other agricultural purposes@ 4ramps per km.(2 ramp on left side & 2ramp at right side of the road / Km will be provided & each will be 10 m. long & 6 meters wide avg. depth 0.60 m. 10 nos. 36 cum EW each. At junction with side roads @ 18.75 cum. per Junction.as per Technical Specification clause 301.5

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Providing and applying Primer Coat with bitumen emulsion SS-1 grade on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 kg/ sqm area using mechanical means complete as per MORD Specification No. 502 {Sl. No. 5.1(i)}

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Providing and applying Tack Coat with RS-1 grade bitumen emulsion using pressure distributor @ 0.275 kg/sqm on the prepared bituminous /granular surfaces cleaned with mechanical broom as per MORD Specification Clause 503. Sl.No. 5.2(ii)

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Providing and laying bituminous Cold Mix (30 mm thick Bituminous concrete)on prepared base consisting of a mixture of unheated mineral aggregate and emulsified SS-2 with CRRI or any IIT approved emulsion for BC Layer cold Mix, including mixing in a plant of suitable type and capacity , transporting, Laying, compacting and finishing to specified grades and levels

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)

Providing Earthwork in Shoulders with approved material with 50 meter lead, laying in 15 cm thick compacted layers, breaking clods, dressing to required lines , curves, grade & section , watering and compaction at 100% proctor density to meet requirement as per MORD Specification clause 301.5 pg 3-3 Sl 3.4 Template will be provided by contrector allways At Entrance point (area 248.15 sqm.) EW on ramps provided for cattle crossing and other agricultural purposes@ 4ramps per km.(2 ramp on left side & 2ramp at right side of the road / Km will be provided & each will be 10 m. long & 6 meters wide avg. depth 0.60 m. 10 nos. 36 cum EW each. At junction with side roads @ 18.75 cum. per Junction.as per Technical Specification clause 301.5

Road A- MRL-30 Mansoorabad to Korari via Anapur (Length-8.00 Km)