New construction work of Tundla Etah Road to Mekeshwar Mandir Road

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.Including mechanicaly compacted to 95% PD as per SOR CH-4 SI No. (253+253a)

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per technical specification clause-405

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause-405

Providing and applying primer coat with bitumen emulsion (SS1) on prepared surface of granular base including cleaning of raod surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per technical specification clause-502

Providing and applying tack coat with bitumen (VG-10) at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical specification clause-503

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades. as per Technical Specification clause-508

Providing & laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C as per Technical Specification clause-510

Brick edging on both side of the road of class M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. (SOR C.20 SI No.7 Sch PWD No. 765.)

Excavation in foundation in ordinary soil (Loam, Clay orSand) 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.

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.

RCC work Providing and Laying in position specified grade of reinforced cement concrete, including the cost of centring, shuttring, finishing and excluding reinforcement - all the work up to plinth level : (1:1.5:3) (1 Cement : 1.50 coarse sand : 3 graded stone aggregate 20 mm nominal size)

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 wastage Bend, hooks, binding wire and authorized overlapping shall be measured upto floor to level.

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.

Providing and laying reinforced cement concrete pipe NP-3 1000 mm for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (39 of Ch-1)

Providing and laying reinforced cement concrete pipe NP-3 600 mm for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (39 of Ch-1)

Providing and laying reinforced cement concrete pipe NP-3 350 mm for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary works in head walls and parapits clouse 1106. (39 of Ch-1)

Providing struck/Ruled cement pointing in 1:2 cement, coarse sand mortar ch-07 SI No. 571(B)

Supply & Laying of I shaped precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. (80MM Ordinery Gray)

Conditions :- 1- Cost of Maintenance of Road for Five Years will be paid as per E.N.C. Letter no- 3689lh0&PRMC/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.