NIT NO:133/PWD/Zone-9/2026 RAIPUR DATED: 10/07/2026

OFFICE OF THE MUNICIPAL CORPORATION RAIPUR (C.G.)

Zone No- 09 (BOQ)

कार्य का नाम- कुशाभाऊ ठाकरे वार्ड-07 अंतर्गत दलदलसिवनी शितला तालाब में पुल निर्माण कार्य |

S. SOR CODE Description and details of work UNIT

1 1.10 Pumping out water caused by springs tidal or river seepage, broken water main or drains and like during Excavation or during Excavation and laying of base concrete (volume to be calculated taking height from water level to bottom of pit and to be measured and paid) . 3952.8 CUM.

2 1.10 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.

1.1.1 In all types of soils. 366.00 CUM.

3 15.1 Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of specified diameter and length below the pile cap in cement concrete M-35 grade, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap): 14.9896 28.66666667

15.1.1 400 mm dia piles 127.96 METRE 2.43902439

4 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.

3.3.4 M-35 Grade

COLUMN UPTO SLAB

BEAM IN X- DIRECTION

BEAM IN Y- DIRECTION

5 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 30.76 CUM.

6 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:

3.12.1 Thermo-Mechanically treated bars FE 415 3690.76 KG.

7 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: 14.33333333

2.1.6 Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes 153.55 SQM.

8 2.1.8 Beams, lintels, cantilevers & walls 104.08 SQM.

9 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 101.58 SQM.

10 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. 270.38 kg.

9.57.1 SS Grade 204

11 10.12 Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 360.00 SQM.

12 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.

9.3.1 Electric resistance or induction butt welded tubes Grade-250 19800.00 KG.