Construction of 3x4 M RCC Culvert on Jalalabad Shamsabad Mohammdabad Saurikh Viduna Road (SH-163) Km-2(1450) in Distt. Shahjahanpur Fin. Year 2025-26

Providing cost of dewatering including cost of boring, laying of 4" dia P.V.C. Pipe, Hire charges of 7.50 K.V. Deisal pumping Set, Hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also including wages of repairing leakage during operation with hire charges of tractor including loading and unloading of pumping set. As per NSI No.A

Earthwork in excavationof Foundation of structures as per drawing and technical specifications Clause 304 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling with approved material.

Plain Cement Concrete 1:3:6 nominal mix in foundations with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Providing Laying reinforced cement concrete in open foundations & sub-structure complete as per drawings and technical specifications Clause RCC grade M25 using batching mix plant

Brick masonry work in1:3 cement mortar in foundation 7 sub-structure complete excluding pointing and plastering as per drawing and technical specifications Clauses

Supply, Fitting and Placing HYSD bar reinforcement in foundation and substructure complete as per drawings and technical specifications Raft slab, slab, approach slab, bed block in pier and abbutment.

Pointing with cement mortar (1:3) on brick work as per drawing and technical specification

P/L of A.C. plain sheet 10 mm thick as expension joint for sapration between R.C.C. pannel of 8.50 m long including all respect.

P/F of 100 mm dia P.V.C. down Pipe.

Construction of embankment with approved materiall obtained from borrow pits with all lift & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 (Lead upto 1 Km)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work. SI No. 762(b)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m

Plain Cement Concrete 1:3:6 nominal mix in foundations with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days

Brick masonry work in1:3 cement mortar in foundation 7 sub-structure complete excluding pointing and plastering as per drawing and technical specifications Clauses

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Plain /Reinforcement cement Concrete complete as per Drawing and Technical specification RCC grade M20 using batching mix plant

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 810 As per SOR

Supplying and instalation of delinators 80-100 cm. high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. (LKO SOR Ch. 26 SI.No. 1)

Supply and fixing of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennision/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax etc. complete.