Year 23-24 Widening and Strengthening of Mau kather to Chandausi road via Fattehpur Samsoi road (ODR)

Amount

Excavation for roadwork in soil 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 1000m and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

Construction of Embankment with approved material obtained form road side with all lifts and leads, transporting to site, spreading, grading to required slope and compecting to meet requirement of table 300-2. and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

Construction of Embankment with approved material obtained form road side with all lifts and leads, transporting 1.00 upto site, spreading, grading to required slope and compecting to meet requirement of table 300-2 and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

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 and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

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 and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

Construction of un-reinforced, dowel jointed, controled cement concrete M-40 grade pavement over a prepared sub base with 43 grade cement @ 400 kg minimum 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 for IRC: 15 and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density with bitumenus emulssion SS. 3.5% and OPC Cement @1% by wet of mix and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T. SI No- 509 complete in all respects

Plain cement concrete with 4cm guage stone ballast and fine sand of 1.25 F.M and cement in proportion of 1:4:8 in foundation and under floors and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T. SI No- 281

Supply and laying & fixing NP-3, 350mm dia hume pipe and including all material, labour, labour cess, loading unloading T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Supply and laying & fixing NP-3, 600mm dia hume pipe and including all material, labour, labour cess, loading unloading T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. (SI No - 307-309)

12mm. Thick plaster with 1:3 (one part of cement and three part) of approved coarse sand Including making of groove in plaster surface and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. SI No 583

Struck pointing with cement mortar consisting of 1 part cement and 2 part of the fine sand of 1.25 finenes modulus on brick work and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. SI No 574

Concrete with 2 cm guage stone grit instead 4cm guage stone ballastof fine sand of 1.25 F.M and cement in proportion of 1:2:4 in foundation and under floors and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. (SI No- 279 A)

Supply and fixing of 6 kg/ per sq.cm. pressure 10cm. Dia.(interned) P.V.C. down pipe everest or charminar make or any standard company complete with bands with door at top and plain at bottom and grating and including supply of necessary M.S. clamps 2.5 cm x 3 mm fixed to walls with and including supply of 10 cm long 6 mm dia Nuts and bolts including washers of required size and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T. and also including repair of plaster, pointing etc. if damaged during fixing of the pipe. SI No 730 A

R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T. SI No- 283

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including all material, labour, labour cess, T&P royalty, all tasex ect. complete as per direction by i-in-c but excluding G.S.T. SI No 504

B.P.Construction

Iqbal construction company

M/S L CRAFT CONSTRUCTIONS