Widening work of Kagarol Kiraoli Road Jaingara to Rojoli-Tikari, Kagarol Fatehpur Sikari Road

Amount

Dismantling Interlocking tiles floors including stacking of dismantled materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet). SI No- 697

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.

Construction of Granular Sub-Base by providing coarse 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, complete as per clauses 401 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges. MoRTH Standard Data book S.No. 4.2 (401)

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 carries 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

Providing, laying, spreading of graded stone aggregate (Stabilized WMM / ETA) after mixing with water at OMC in mechanical mix plant carries of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsion in uniform single layer sub-base/base grade and compacting with road roller to achieve the desired density including cost of all materials, T&P, labour,cartage for proper completion of work as per direction of Engineer-in-Charges.

Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per MoRTH specification 5th revision clause No. 503 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

Providing and laying bituminous concrete (Grading-II) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 as per approved job mix formula which ever is higher 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 5th revision clause No. 509 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with 43 grade cement (OPC) 400 kg per cum as per mix design, 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 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges. MoRTH Standard Data book S.No. 6.2 (602)

Laying of precast concrete blocks (Inter Locking Tiles) for paving of 80 mm thickness including 25 mm thick local sand base leveling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS -5658-2006 on road side shoulders (Labour Rate Only excluding cost of Inter Locking Tiles )

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges MoRTH Standard Data book S.No. 6.1 (601)

Construction of RCC Culvert i/c Diversion work, 600mm dia HP Culvert & U Type Drain 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

Providing and laying cement concrete in 1:4:8 (1 cement : 4 Coarse sand : 8 graded stone aggregate 40mm nominal size) and curing complete, including cost of form work. In Foundation and floors. (Fine sand not less than in 1.25 FM) Ch-5 Si No- 281

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. Si No- 307

RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). DSr No- 5.1.3

RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including the cost of centering, shuttering, finishing and excluding reinforcement - All work plinth level to floor five lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone DSr No- 5.1.2

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

P/L Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR 11.3

Flush Pointing on Stone work with cement mortar 1:3 (1Cement : 3 Coarse Sand) Ch-13 SI No-571

White washing with lime on undecorated wall surfaces (Two coat) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drop and loose scales of lime wash and other foreign matter. Chp-16, SI No.-672

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. DSR 13.4.

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. Carted Earth from 2.00 KM Distance.

Supply of 1000mm dia RCC hume pipe NP-3 (Socket Hume Pipe) including laying fixing etc. complete.

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 (As per SOR Ch 4 S.No.251 ) including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges

P/L Dry O.B.B ballast filling below H.P.

Ruled Pointing on brick work on edge floor with cement mortar 1:2 (1cement :2 coarse sand)

Supply & Laying of NP-3 HP in proper position as directed by E/I including cartage of pipes/collers upto 30 m distance etc. complete for 600mm dia H.P. Culvert

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone of size 12.5mm nominal size) laid in one layer finished with floating coat of neat cement (25mm thick floor) SI No- 600 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges

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. over H.P. for Cushion.

Colour washing with lime on undecorated wall surfaces (two coat) over & including a primary coat of white washing to give an even shade after thoroughly brooming the surface to remove all dirt, dust mortar drop and other foreign matter.

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. (Fine sand not less than in 1.25 FM) Ch- 5 SI No- 281 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone of size 20mm nominal size) laid in one layer finished with floating coat of neat cement (40mm thick floor) Ch-14 SI No- 665 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges

12 mm thick Cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor to level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. (I) 1cement : 4 coarse sand SI No- 583 including cost of all materials, T&P, labour, cess, cartage for proper completion of work as per direction of Engineer-in-Charges

P/A hot applied thermoplastic compound with reflectorsing glass beads (conforming to MORT&H & specification 803 4.2.1, 4.2.2 & 4.3.3 on bituminous surface & as IRC 171977) in making of minimum 2.5 mm color, including cost of its application with requisite motorized machine spraying/superimposition of glass beads, including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Engineer-in-Charges.

kaka cons

M/S G.G. INFRATECH

shree ram stone supliers