Construction of CC road and RCC drain in Village Tilapta Karanwas (Main road to Peramount Forest Villas), Greater Noida

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR-18/15.3)

Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M 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 incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1)

Depth from 0.0 to 1.5M below G.L.

Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b))

Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work

8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)

Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II)

RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II)

Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level

Thermo Mechanically treated bars of grade Fe-500D or more. (SAIL Steel) (DSR-18/5.22.6/AR)

Granular sub-base with graded material, plant mix method 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 clause 401. MORTH/4.01/401(A)

Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/D/Case-II)

PCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/D/Case-II)

Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound. (DSR-18/16.46.1)

Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour.

M-150 brick work in 1:6 cement & fine sand 1.25 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A))

12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2)

Supply of ISI marked RCC s&S NP-2 pipes of following size including carting, loading, unloading at godown including all taxes and levies & rubber rings, (AR/GNIDA)

150mm dia NP-2 pipe AR

Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation as per approved. (GNIDA/AR)

150mm dia NP-2 pipe (DSR-18/AR)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. NP-2 pipe (DSR-18/19.6.2/AR)

Providing and fixing in position pre-cast R.C.C. manhole cover and frame Circular shape 560 mm internal diameter (DSR-18/19.19.3.1)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (DSR-18/10.25)

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-18/10.25.2)

Labour cess and GST will be paid extra as per Govt. orders.