4-Delhi Road isthit Gulaab Resort se zero point tak naala evam zero point se Gagan Nadi tak service road ka nirmaan karya.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. DSR NO. 2.8.1/2023 (Rate 260.30)

Providing and laying OF 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSR 4.1.8/2023 (Rate 6812.00)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023 5.1.2 (Rate 9045.75)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more DSR 5.22A.6 (Rate 10785.00)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete dsr 2023/ 5.9.1 (Rate 392.15)

same as item no.5 as above but for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc dsr 2023/ 5.9.2 (Rate 842.50)

same as item no. 6 as above but for Suspended floors, roofs, landings, balconies and access platform dsr 2023/ 5.9.3 (Rate 927.25 )

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in d epth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift All kinds of soil DSR NO. 2.2.1/2023 (Rate 395.30)

Construction of Granular Sub-Base 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, complete as per clause 401 By Mix in Place Method

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.. DSR 2023 16.91.2 (RATE-1091.50)