Construction of P.Q.C. Road from workshop to weigh bridge No. 5 and weigh bridge no.2 and 3 at AKKOCP under B and K area

Amount

(RCC Drain, Box Culvert and PQC road)

Part A (RCC Drain) Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.), Ordinary soil, Mechanical Means (Depth upto 3 m).

Part A (RCC Drain) (RCC Drain)Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, PCC Grade M15

Part A (RCC Drain) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications: RCC Grade M20, With Batching Plant, Transit Mixer and Concrete Pump

Part A (RCC Drain)Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Part B (BOX Culvert)-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.), Ordinary soil, Depth Upto 3m, Mechanical Means,.

Part B (BOX Culvert)- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, PCC Grade M15

Part B (BOX Culvert)-Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications: RCC Grade M25, With Batching Plant, Transit Mixer and Concrete Pump

Part B (BOX Culvert)-Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Part B (BOX Culvert) Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications

Part C (PQC Road)-Construction of granular Sub-Base 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. Rate per cum for grading- II Material

Part C (PQC Road)-Construction of granular Sub-Base 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. Rate per cum for grading- III Material

Part C (PQC Road)-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, cement content not to be less than 150 kg/ cum, 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.

Part C (PQC Road)-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.

Part C (PQC Road)-Excavation for roadwork in oil 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 within all lifts and lead upto 1000 m ( including Royalty @ Rs. 24.00 per cum but excluding watering. rolling and compaction)

Part C (PQC Road)-Construction of embankment with approved materials deposited at site form roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Part C (PQC Road)-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.

Part C (PQC Road)-Construction of Subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.

Part C (PQC Road)-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. the finished surface to be level, uniform and free from streaks and holes.

Total impact of GST for the purpose of CTC

M/s LIONS-ARJUN (JV)

M/S SLS AND NTSA-JV

Shiv Shail Construction Private Limited

JMDC-BC (JV)

VIKASH KUMAR TIWARI AND ASHOK KUMAR JV

M/S AJAY SINGH