Sr no/b6/rajim mandi/11-3/2026-27/2983/raipur/21.08.2026

OFFICE OF THE JOINT DIRECTOR,C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD,PANDARI KAMPA-RAIPUR

ESTIMATE FOR THE CONSTRUCTION OF COVERED SHED (30.00X10.00 M) GRAM PANCHAYAT BHAWAN KE PICHE IN GRAM PANCHAYAT - BARULA,VIDHANSABHA-RAJIM,DISTT-GARIABAND

SOR based on C.G. PWD SOR for building work w.e.f. 01.01.2015 Rs(in Lac)= 14.20

S.NO. DESCRIPTIONS MEASUREMENTS QTY RA BILL No. Unit Rate Amount

Nos. LENGTH WIDTH HEIGHT

1 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 7.20 384.00

2 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 levelling of pits. 185.00 116.64

3 Extra for every additional lift of 1.5 m or part thereof. All types of soils 26.50 19.44

4 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 work.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 2970.00 6.48

5 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 415D 54.50 1490.40

a CAP 01 Col. Footing jali

i Col. jali 10mm # bar dia bothways 10 20 x 20 1.55 0.617 kg/m 382.54 RA 01

Stirrups 8mm# bar 8 20 x 16 1.10 0.395 kg/m 139.04 RA 01

ii CAP 01 Ground beam

L/w M/bar 12mm# Top bar 12 2 x 2 29.80 0.888 kg/m 105.85 RA 01

12mm# Bottom bar 12 2 x 3 29.80 0.888 kg/m 158.77 RA 01

S/w M/bar 12mm# Top bar 12 2 x 2 10.25 0.888 kg/m 36.41 RA 01

12mm# Bottom bar 12 2 x 3 10.25 0.888 kg/m 54.61 RA 01

Qty of RCC 90% 1490.40 kg/m 1490.40 RA 01

6 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). 4163.00 16.56

i L/w Col. Sq.Footing 2 x 10 1.50 1.50 0.30 13.50 RA 01

7 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. 139.00 76.80

i Col. Sq.Footing L/w 20 x 4 1.50 ‐ 0.30 36.00 RA 01

8 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. 371.00 157.65

a Trench Filling RA 01

i CAP 116.64 RA 01

(-) Deduct RCC Sq.Footing L/w 2 x 10 1.50 1.50 0.30 -13.50 RA 01

Col.upto Top L/w 2 x 10 0.30 0.30 1.70 -3.06 RA 01

Under floor L/w 1 x 1 30.50 10.50 0.20 64.05 RA 01

9 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.Electric resistance or induction butt welded tubes Grade-250 88.50 3600.00

Foundation Plate 10mm th. 10.0 0 x 5 0.40 0.400 78.50 0.00 RA 01

Foundation bolt 20mm dia 20.0 0 x 4 0.90 2.460 Kg/m 0.00 RA 01

ii Principal rafter 60.3 odl 60.3 0 x 2 5.93 4.080 Kg/m 0.00 RA 01

Tie Rafter 60.3odl 60.3 0 x 2 5.48 4.080 Kg/m 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 2 0.30 0.180 78.50 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 2 0.30 0.350 78.50 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 10 0.15 0.075 47.10 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 2 0.15 0.050 47.10 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 2 0.15 0.075 47.10 0.00 RA 01

v End Purlin 60.3 odl 60.3 0 x 10 0.63 4.080 Kg/m 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 1 0.15 0.075 47.10 0.00 RA 01

vi Bottom Runner 42.4 odl 42.4 0 x 4 3.73 2.540 Kg/m 0.00 RA 01

vii Holding down nut& bolts for joint plate 0 x 4 ‐ 0.340 kg/each 0.00 RA 01

Purlin nut bolts 0 x 10 ‐ 0.210 kg/each 0.00 RA 01

B/R nut bolts 0 x 10 ‐ 0.210 kg/each 0.00 RA 01

10 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. 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. 636.00 661.44

11 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :Crimp curve 552.00 31.20

12 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer 66.00 2312.48

13 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint 55.00 130.00

Base Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Foundation Plate 12mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

ii Principal rafter 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iv Bottom Runner 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Joint Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Lump sum 6.0 130.00 RA 01

14 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 work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) 4073.00 46.81

i Flooring RA 01

15 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like.60 mm wide 25.00 230.40

Total Cost Rs 1378369.00

Contingency 3% 41351.00

Grand Total Cost 1419720.00

Say Rupees( In Lacs) 14.20

Sub Engineer Assistant Engineer Executive Engineer

C.G. STATE AGRICULTURE MARKETING (MANDI ) BOARD,Division office Raipur distt-Gariaband

DRAWING FOR THE CONSTRUCTION OF COVERED SHED

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER kamal_N.

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD, RAIPUR , DISTT - GARIYABAND