Bareilly Development Authority Tender

providing of construction, expansion, construction and longitudinal joints, joint filler, sealent premire, joint sealent, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and 25mm MS dowel bar, 25mm deformed steel tie bars, joint sealent, pre-mould joints filler, sealent premer grades, curing compound, super plasticizer admixture as per direction of Engineer In Charge

Providing laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material to site laying in uniform layers with paver finisher in sub base/ base course on well prepared surface and compcting with vibratory roller to achieve the desired density. complete in all respect. as per MORTH specification 406. (Analysis Rate)

Providing and applying bitumen emulsion tack coat with butumenus grade VG-10 over prepare surface of granuler base(primer coat) including cleaning of road sruface sand spreading tack coat @ 0.50 Kg/ sqm using machanical means as per morth (Morth 502) (Analyis Rate)

Providing and laying dense graded bitumenous concrete(DBM) with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder @ 4.0 % to 4.50% by weight of total mix and filler transpored to site laid over a previous prepared surface with paver finisher to the required grade level and alingment and rolled as per clause 501.6 and 501.7 to achieve the desire compaction all complete as per morth specification morth-504(analysis rate)

Providing and applying bitumen emulsion tack coatwith butumenus grade VG-10 over bituminious surface of including cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate)

Providing and laying bitumenous concrete (BC) 50 mm thick with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder 60/70 grade @ 5.0 % of mix & filler transpored the hot mix to site laying with a hydrostatic paver finisher with sensor control to the required grade level and alingment and rolling with smooth wheeled vibratory and tendom rollers as per MORTH specification clause no. 509 complete in all respcet. Analysis Rate

Providing and applying 2.5mm thick road marking strips (retro reflective of specified shade/colour using hot themoplastic material by fully/semi automatic paint applicator machine fitted with profile shoe glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P cleaning the road surface of all dirt, seals, oil grease and foreign material etc. complete as per direction of Engineer In charge and accordance with applicable specifications. DSR-16.62

Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. (Excluding Royality) (S.I. 251)

Concrete with 4cm guage stone ballast,course sand of 2.75 fineness modulous and cement in proportion of 8:4:1 in foundation and under floor, including supply of all material, labour and T&P etc. required for proper completion of the work (S.I. 281)

First class brick work with 1:4 cement and coarse sand in foundation plinth including supply of all material, labour T&P etc. required for the proportion of the work as per S.I. 305 SOR 2022

12mm thick plaster with 1:4 ( one part cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, T&P etc. required for proper completion of the work (S.I. No-584(i) SOR 2022

Cement concrete with 20mm guage approved stone grit approved coarse sand and cement in the proportion of 4:2:1 including supply of all material labour & T&P etc. required for the proper completion of the work. (S.I. 279(i)

Construction of granular sub base (G.S.B.) by providing close 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, compete at per clause 401. (Analysis Rate)

P/L of fatory made 80mm thick interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding / laying of interlocking tiles labeling and dressing of surface to required level and slope, filling joints with fine sand including the cost of material, labour T&P etc required for proper completion of the work as directed by Engineer In Charge(PWD SOR road work new item no.-1)

RCC work with cement, approved coarse sand & 2cms guage approved crushed stone grit in proportion of 1:1½:3 in Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering & shuttering etc. and also including supply of all material labour and T&P etc. required for proper completion of work (S.I. 284A)

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. (S.I. No-504)

Supply and laying 140 mm dia PVC pipe 6kg/sqcm pressure.

Parking Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches. (Excluding Royality) (S.I. 251)

Concrete with 4cm guage stone ballast,course sand of 2.75 fineness modulous and cement in proportion of 8:4:1 in foundation and under floor, including supply of all material, labour and T&P etc. required for proper completion of the work (S.I. 281)

First class brick work with 1:4 cement and coarse sand in foundation plinth including supply of all material, labour T&P etc. required for the proportion of the work as per S.I. 305 SOR 2022

12mm thick plaster with 1:4 ( one part cement & four parts of coarse sand of 2.75 F.M.) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, T&P etc. required for proper completion of the work (S.I. No-584(i) SOR 2022

RCC work with cement, approved coarse sand & 2cms guage approved crushed stone grit in proportion of 1:1½:3 in Lighter Beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering & shuttering etc. and also including supply of all material labour and T&P etc. required for proper completion of work (S.I.285+Difference of SI NO283&283A)

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in as over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. (S.I. No-504)

Providing and applying cement base putty of average thickness 1mm of approved brand and manufacturer over plastered wall surface to prepare the surface even and smooth complete. DSR. 13.80

Finishing walls with acrylic smooth exterior paint of required shade new work ( two or more coat applied@1.67 ltr/10 sqm over and including priming coat of exterior primer applied@2.20 kg/10sqm) DSR 13.46.1

Earth work in filling in ordinary soil including leveling dressing and ramming and also including cartage of 4.00 Km distance Including loading unloading cost of earth excavation to be in the regular pits and exceeding 0.5mt in depth and earth work in embankment to be in 20cm layer including ramming and dressing the surface to required level and slope and also including 1.50mt lift and 30mt lead. all complete as per direction of E/I (Excluding royality) (S.I. 253+ cartage+ cost of earth etc)

Extra for machanical compaction including of levelling, dressing, watering & compacting the soil to achieve 95% proctor density etc. all complete (S.I. 253a)

Construction of granular sub base (G.S.B.) by providing close 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, compete at per clause 401. (Analysis Rate)

Construction of dry lean cement concrete sub base over a prepared sub grade with course and fine aggregate conforming to IS:383 the size of course aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to the as per specifications, cement content not to be less than 150 kg/cum, optimum mositure content to be determined during trial lenght construction, concrete strenght not to be less than 10MPA at 7 days mixed in a batching plant transported to site for all leads and days mixed in a batching plant, transported to site, for all leads and lifts laid with a mechnical paver compacting with 8 to 10 turn vivratory roller, finishing and curing, complete as per direction of Engineer-In- Charge.(DSR No.16.80)

Providing and laying 125 micron thick polythene sheet above Dry lean concrete. (SOR basic rate 28)

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/runways, using cement content as per desing mix, using course sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved and specified design criteria, providing doble vars with sleeve/ tie bars forever required, laying at site. Spreading and compacting mechnically by using needle and surface vivrators, level to required sloop/ camber, finishing with required texture, including steel form work with sturdy ms channel sections, curing, making provision contraction, expention, construction, longitudinal joints(10mm wide x 50 mm deep) by groove cutting machine, provinding and filling joints with approved joint filler and sealants complete all as direction of Engineer In Charge (Item fo joint filler sealant, doble bars with sleeve, tie bars to be paid seprately. note- cement content considered in M-30 is @ 340 kg/cum excess/ less cement used as per design mix is payable/ recoverable seprately cement concrete prepared with batch mixing machine DSR Item No. 16.43.1

providing of construction, expansion, construction and longitudinal joints, joint filler, sealent premire, joint sealent, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and 25mm MS dowel bar, 25mm deformed steel tie bars, joint sealent, pre-mould joints filler, sealent premer grades, curing compound, super plasticizer admixture as per direction of Engineer In Charge