Sr no/b6/mandi kota /43-1/2026_27/2128/raipur/08.07.2026

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURE MARKETING ( MANDI ) BOARD- BILASPUR

DETAILED ESTIMATE FOR PROPOSED SITE LEVELLING WORK & CONSTRUCTION OF CEMENT CONCRETE ROAD, AT- MAIN MANDI YARD- KOTA, APMC- KOTA, DISTT.- BILASPUR (C.G.)

S.O.R. - E.- IN- C. C.G. P.W.D. ROAD WORKS W.E.F. 01.01.25 & AMENDED UPTO DATE

DETAILED ESTIMATE & ABSTRACT Cost- 71.47 Lakh

S.N. PARTICULAR OF ITEMS No LENGTH WIDTH D/H QUANTITY UNIT RATE AMOUNT

1 Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish including all leads and lifts)

As per SOR Item No. 2.3 page 07

Site Clearnce 1 101.40 59.00 5982.60

2 Removal of Unserviceable Soil Removal of Unserviceable Soil and Disposal with all leads including loading and unloading.

As per SOR Item No.3.9 page 12

3 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

As per SOR Item No. 3.12 page 12

4 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area Construction of sub-grade with approved material/selected soil having C.B.R. > 8 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

As per SOR Item No. 3.13 page 12

Ded. Godown Area 3 50.00 25.00 0.15 -562.50

5 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401.

Plant mix method (with Mechanically crushed stone only)

(a) For Sub-base cum drainage layer or upper sub-base with

(i) Grading- III Material

As per SOR Item No. 4.1 A (i) page 17

Grading III Material 2 99.00 10.00 0.20 396.00

6 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub-base as per IRC:SP-49 over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.

As per SOR Item No. 6.1 page 32

7 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum

As per SOR Item No. 6.4 page 33

8 Construction of Shoulders Construction of shoulders with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering, rolling etc. complete as per clause 408.

With Smooth wheeled roller

As per SOR Item No.4.11 B page 19

Total Amount Rs. 6939258.83

Sub Engineer Assistant Engineer Executive Engineer

C.G. State Agriculture Marketing ( Mandi) Board - Bilaspur

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURE MARKETING ( MANDI ) BOARD- BILASPUR

DETAILED ESTIMATE FOR CONSTRUCTION OF 1800MT GODOWN (02 No.) AT- MAIN MANDI YARD- KOTA, DISTT.- BILASPUR (C.G.)

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 cost Rs. 160.02 Lakh

S. No. Description of items Detail Detail of Measurments Quantity Unit Content Area Rate Amount

Nos. Length Width Depth

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). As per SOR Item No. 1.2 page 9 area 1 50.00 30.00 - 1500.00

2 (a) 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. In all types of soils. As per SOR Item No. 1.1.1 page 9 column corner 4 1.80 1.80 1.80 23.33

plinth prot L/w 1 44.45 0.30 0.40 5.33

2 (b) 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. In all types of soils. As per SOR Item No. 1.1.1 page 9 Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10 column corner 4 1.80 1.80 0.30 3.89

3 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). As per SOR Item No. 3.1.3 page 23 column corner 4 1.80 1.80 0.15 1.94

4 (a) 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). As per SOR Item No. 3.1.2 page 24 col footing 4 1.80 1.80 0.20 2.59

ground beam L/w 2 42.25 0.40 0.40 13.52

supported beam 2 42.25 0.40 0.20 6.76

col Rsb to top beam 4 0.40 0.40 2.60 1.66

4 (b) 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: As per SOR Item No. 3.4 page 23 col PL to Rsb 4 0.40 0.40 2.50 1.60

col Rsb to top beam 4 0.40 0.40 2.60 1.66

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 415 As per SOR Item No. 3.12.1 page 24 Hence (total rcc qty) * 100 kg/cum 18568.67

6 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. As per SOR Item No. 2.1.1 page 16 col footing 4 7.20 0.20 - 5.76

ground beam L/w 2 42.25 0.40 - 33.80

7 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape As per SOR Item No. 2.1.5 page 16 col upto GL 4 1.60 1.00 - 6.40

col PL to Rsb 4 1.60 2.50 - 16.00

col Rsb to top beam 4 1.60 2.60 - 16.64

gabble col 4 1.40 3.00 - 16.80

8 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16 lintel w 4 1.40 0.20 - 1.12

rm top beam 2 3.20 0.20 - 1.28

gabble beam 2 13.38 0.20 - 5.35

9 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17 w chhajja 2 1.40 0.60 - 1.68

bv chhajja 13 0.60 0.40 - 3.12

10 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs As per SOR Item No. 2.1.10 page 17 rm 2 4.35 2.90 - 25.23

projction 1 3.80 0.30 - 1.14

11 (a) Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 below GB L/w 2 42.25 0.50 0.10 4.22

deduction col 4 0.40 0.40 -0.10 -0.06

plinth prot L/w 1 44.45 0.30 0.10 1.33

deduction col 4 0.30 0.30 -2.50 -0.90

11 (b) Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46 PL to RSB 2 42.25 0.30 2.50 63.38

deduction col 4 0.30 0.30 -2.50 -0.90

deduction col 4 0.30 0.30 -2.60 -0.94

Gujarbandi 2 42.15 0.30 0.30 7.59

12 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. As per SOR Item No. 1.18 page 11 floor 1 41.45 21.40 2.90 2572.39

13 (a) 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 GB to PL outer 1 42.25 2.60 - 109.85

deduction w 2 1.00 -1.20 - -2.40

Gabble wall 4 10.90 3.60 - 156.96

13 (b) 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 PL to top inner 2 41.55 6.20 - 515.22

deduction w 2 1.00 -1.20 - -2.40

Gabble wall 4 10.90 3.60 - 156.96

14 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103 Rpc 1 42.85 0.40 - 17.14

15 Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104 Rpc 1 42.85 0.30 - 12.86

16 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). As per SOR Item No. 3.1.5 page 23 floor 1 41.45 21.40 0.10 88.70

17 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete. As per SOR Item No. 12.1 page 111 floor 1 41.45 21.40 - 887.03

18 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide As per SOR Item No. 12.25.2 page 116 floor 8 41.45 - - 331.60

plinth protn 34 1.00 - - 34.00

19 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. As per SOR Item No. 9.15 page 81 window 2 1.00 1.20 20.00 48.00

20 Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83 tv 18 1.50 0.60 - 16.20

21 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page no. 81 door 2 1.00 2.10 50.00 210.00

22 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Angle-iron frames As per SOR Item No. 9.16.2 page no. 82 door 2 1.00 2.10 30.00 126.00

23 Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths As per SOR Item No. 9.27.1 page 83 rs 5 1.95 2.90 - 28.28

24 Providing and fixing 27.5cm long wire spring for rolling shutters. As per SOR Item No. 9.28 page 83 rs 5 2 - - 10.00

25 Providing and fixing ball bearing for rolling shutters. As per SOR Item No. 9.30 page 83 rs 5 2 - - 10.00

26 Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick As per SOR Item No. 9.29.1 page 83 rs 5 2.00 1.00 - 10.00

27 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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82 truss Lump sump 13800.00

28 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. As per SOR Item No. 10.12 page 91 roof 2 41.85 12.00 - 1004.40

29 Providing and fixing precoated galvanised steel sheet roofing accessories0.50 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 ofthe 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 orG.I. seam bolts and nuts, G.I. plain and bitumen washers complete : Ridges plain (500-600mm) As per SOR Item No. 10.6.1 page 92 roof 1 41.85 - - 41.85

30 Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92 roof 12 41.85 - - 502.20

31 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135 Lump Sump 750.00

32 Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134 Total Qty of (plaster area) 963.30

33 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 134 Total Qty of (plaster area) 1384.08

Total Cost of 01 No. 1800 M.T. Godown Rs. 8001054.62

Hence Total Cost of 02 No. 1800 M.T. Godown Rs.(2X8001054.62) 16002109.24

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Say Rs.( in Lakh) 160.02

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD,DIVISION- BILASPUR