Construction of PQC service road and RCC Drains and other Misc. work at Gopalganj - Kotwa section of NH -27 in the state of Bihar (2nd).

Drain work

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.

In all types of soil, Mechanical Means (Depth upto 3 m)

Plain/Reinforced Cement concrete in open foundation complete as per drwaing and technical specifications.

Case I PCC Grade M15 using batching plant & Concrete pump

RCC Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump

M-25 grade

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

Sub total (A)

Service road

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Bituminous courses

Granular Courses

Dismantling of cement concrete pavement

Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stacking serviceable and unserviceable materials separately

Dry Lean Cement Concrete Sub- base

Construction of dry lean cemen tconcrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the sizeof coarse aggregate not exceeding 25mm, aggregate cement ratio not toexceed 15:1,aggregate gradation after blending to be as per table 600-1, cement content not tobe less than150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days,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.

Cement Concrete Pavement

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over aprepared subbase with approved grade cement @400kg per cum, coarse and fine aggregate conforming to IS383 as per actual Design Mix possessing 28 days minimum compressive strength of 40 (Forty) Mpa and 28days minimum flexural strength of 4.5 (Four point five) MPa, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed formor 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.

Cast-in-Situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)

PCC M15 for Kerb Base

PCC M20 for Kerb cast in situ

Kerb Painting

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

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.

Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 45° to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings

Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.

Coarse Aggregate(40mm, 20mm, 10mm) including Royalty

Stone Dust including Royalty

Sub total (B)

Total Amount (A+B)

Add labour less

Total including Labour cess

Grand total BOQ Amount Including labour cess = Rs.32,94,91,120/-

NAME OF FIRM

Option

Percentage below on Estimated Cost put to Tender

Percentage above on Estimated Cost put to Tender

At par of estimated cost put to Tender