Construction of Suraj Kund to Horbert Bandha Via Domingarh Railway Station Road in District Gorakhpur in FY 2025-26 Lot No 1 of 1

Cleaning and grubbing road land including uprooting rank vegitation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction , upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness . Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Removal of unserviceable soil including excavation, loading and disposal upto 10 km lead but excluding replacement by suitable soil which shall be paid seperatelyas per clause 305 Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 10 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305 Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per MoRTH Specification 601. Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification 602. Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supply and fixing of 7Mtr GI Ovtagonal Pole of approved made ( top dia 70mm and bottom dia130 mm & base plate 12 mm thick) having 3 mm thickness with single arm bracket lenth of 1mtr in 1:2:4 RCC foundation bold including the cost of foundation, excavation & back filling and required T&P Complete in all respect. Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level (i) 16sq.mm 4 core Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level (i) 35sq.mm 31/2 core Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supply and burying of 600mm x 600mm x 6.0 mm GI plate vertically for earthing with its top at least 3 metres below ground lavel complete with 20 mm dia GI pipe and funnel for watering and one earthing lead of two no. 8 SWG GI wire in 15 mm dia GI pipe and alternate layers of charcoal / coke and salt at least 150mm thick alround etc. for pole earthing complete in all respect. Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supply and fixing capacity of automaticstreet light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting oftime switch TSO 100 series with contactors, HRCfuses, isolating switch metering instrument &instrument box with CTs etc. 40 A TPN capacity complete in all respect. Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supply and Wiring of submains with 2 nos. of 4 sq.mm.FRLSH PVC insulated 1100 V grade single core multistrand copper conductor cable for LED connection supply of all material labour and T&P required for proper completion of the work Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supply and fixing of brass nickel plated compression gland for PVC insulated &armoured served sheathed , underground cable including rubber ring etc. complete in all respect. (i) 16sq.mm 4 core Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect. (d) 16 sq.mm 4 Core Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supply and laying of 25mm x 3mm G.I. strip from earthelectrode directly in the ground as required complete inall respect. Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per Drawing and Technical Specifications.304 (9.01) Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

M-15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.1500, 1700 & 2100 (9.14) Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Furnishing and Placing Reinforced/ Prestressed cement concrete M-20 grade in foundation as per drawing and Technical Specifications.1500, 1700 & 2100 (9.14) Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

M-30 Reinforced Cement Concrete in Divider complete as per Drawing and Technical Specification 1500, 1700 & 2100 (9.15) Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 1600 (9.16) Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Dia 500 mm as per DSR 20.2.2 Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Center Line Edge Line (Thermo Plastic Paint) Providing and Applying Hot applied thermo plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gm /sqm area. Thickness of 2.5 mm is excusive of surface applied glass beads as per IRC 35. The finish surface tu be leveled uniform and free streaks and holes. Composition 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 Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

Cat Eye (Raised Pavement Marker/Road Stud) Sharp Curve and Abadi Portion. Supply and fixing of Raised Pavement marker (Cat Eyes) of Avery Dennision/3M make of approved quality in size of width not exceeding 20 mm and height not exceding 20 mm made up to strong Engineering Polymer thermoplastic polyurethene with Electronic welded abrasion resistant lenses for Retro Reflective in dry and wet weather condition alone with Bituminous adhesive as per MORTH Specification. Complete in all respect as per Direction of Engineer in Charge. (Including labourcess but excluding GST)

5 Year Maintenance Charge Complete in all respect as per GO No. 17/2024/Sa-23-1-2024-23-1099/113/2023 Dated 16.01.2024 and Circular of EnC 3689C0PRMC/Mool-23-24 Dated 17.02.2024 & direction of E/I. (Including Labourcess but Excluding GST). 1st Year Mainntenance Cost @ 0 % & 2nd Year @ 0.25%

For 3rd Year @ 0.50%

For 4th Year @ 0.75%

For 5th Year @ 1%

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