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OFFICE OF NAGAR PANCHAYAT DABHRA DIST ; SAKTI (C.G)

NAME OF WORK - DETAILED ESTIMATE OF RCC DRAIN FROM MAINROAD TO TAR TALAAB AT WARD NO.06

PWD ROAD & BUILDING 2015 SOR 01.01.2025

Sl.No SOR P/I No. Particulars No. Total Quantity Unit

1 16.43.2 Demolishing cement concrete including disposal of material within 50 metre lead.1:3:6 or richer mix

1 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

2 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

3 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

4 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size)

for cover of drain 1 48

3 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415

4 2.1.1 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, foFoundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

4 9.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

UP TO 3M DEPTH 1 5

5 9.2 Providing and laying Reinforced Cement Concrete pipe NP 4 / prestrssed concrete pipe on first class bedding (Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 and bedding aas per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets

6 9.6 Providing 1st class bedding below pipes with graded sand or other granular materials passing through 5.6 mm sieve as per clause 2904

9.8 Plain cement concrete complete as per drawing and Technical Specifications