Widening and Strengthening of Mainpuri Sirsaganj Road ch. 28.000 to 36.350 5.50 to 7.00 M wide

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches.

Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by Manual means.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Excluding royality which shall be paid as applicable. mechanically compacted to 95% proctor density.

Mechanically compacted to 95% Proctor density.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MORTH clause 401 (Grading-I)

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. (MORTH Clause 406)

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means

Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (MORTH Clause 503)

Dense Graded Bituminous Macadam Grading I - Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent 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 MoRT&H specification clause No. 505 complete in all respects. (VG-10)

Dense Graded Bituminous Macadam Grading I - Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 percent 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 MoRT&H specification clause No. 505 complete in all respects. (VG-30)

Bituminous Concrete - Providing and laying bituminous concrete (Grading II) 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 No. 509 complete in all respects

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. Including all cost of Material, Labour & T&P all taxes, labour cess etc but Excluding GST.

Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. Including all cost of Material, Labour & T&P all taxes, labour cess etc but Excluding GST.

Pointing on brick work with cement mortar 1:3 (1Cement : 3 Fine Sand) (A) Flush pointing. Including all cost of Material, Labour & T&P all taxes, labour cess etc but Excluding GST.

Finishing walls with water proofing cement paint of approved make such as Super snowcem, Durocem, Robiance, Guttucem, Supercem quality and of required shade on under coated wall surface (One coat) over and including one coat white cement primer to give and even shade after thoroughly after brushing the surface . Ch-15 (660+661) Including all cost of Material, Labour & T&P all taxes, labour cess etc but Excluding GST.

Dry Lean Cement Concrete Subbase - 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.

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, dowel bars, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing. Including all cost of Material, Labour & T&P all taxes, labour cess etc but Excluding GST. (MORTH 602)

Re-Laying of precast concrete Blocks (Interlocking tiles) for paving of thickness 60mm to 100mm (Compressive strength not less then 30Mpa) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006 (Ordinary Grey)

Supply & Laying of I shaped precast interlocing tiles of thickness 100mm (Compressive Strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to requred level and slope, filling jionts with local sand all comlete work (Rubber Moulded)

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. For Drain

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. For Drain

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Drain

Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and excluding the supply of steel and its waistage Bend, hooks, binding wire and authorized over lapping shall be measured upto floor to level. For Drain

Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. For Culvert

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. For Culvert

Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation & road work including all materials, labour and T&P etc. required for completion of work. For Culvert

Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. For Culvert

Providing, Laying & Fixing of N.P.-3 Socket Hume pipe 350mm dia in proper position as directed by E/I including cartage of pipes upto 30m distance. Including all cost of Material, Labour & T&P all taxes, labour cess etc but Excluding GST.

Providing, Laying & Fixing of N.P.-3 Socket Hume pipe 600mm dia in proper position as directed by E/I including cartage of pipes upto 30m distance. Including all cost of Material, Labour & T&P all taxes, labour cess etc but Excluding GST.

Providing, Laying & Fixing of N.P.-3 Socket Hume pipe 1000mm dia in proper position as directed by E/I including cartage of pipes upto 30m distance. Including all cost of Material, Labour & T&P all taxes, labour cess etc but Excluding GST.

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. but Excluding GST.

Pointing on brick work on eadge floor with cement mortar 1:2 (1cement :2 Fine sand) (B) Ruled pointing but Excluding GST.

Conditions :- 1- Cost of Maintenance of Road for Five Years will be paid as per E-in-C. Letter no- 3689lh0&OPRMC/ewy&23&24 Dt. 17.02.2024) 2- Maintenance cost includes all material, bitumen, labour and T&P etc. 3- Payment of maintenance shall be made as per final execution of civil work which may vary from the BOQ. 4- Bidder shall quote rate including all taxes but excluding GST.

Please Enable Macros to View BoQ information