Sr.no/B6/mandi Jairamnagar/47-1/26-27/2938/raipur/20.08.2026

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURAL

MARKETING (MANDI) BOARD - BILASPUR

DETAIL'S ESTIMATE FOR PROPOSED STAGE (6.10M X 7.00M) , AT GRAM PANCHAYAT-…………………………………………..., BLOCK-MASTURI, DISTT.- BILASPUR (C.G.)

SCHEDULE OF RATES FOLLOWS :

C.G.P.W.D. BUILDING WORKS S.O.R. WITH EFFECT FROM DATE 01.01.2015

C.G.P.W.D. ELECTRIFICATION WORKS S.O.R. WITH EFFECT FROM DATE 01.07.2015

S.No. Particulars Item of work No. Measurents Quantity Unit Rate Unit Amount

[01] 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 S.O.R. Item No. 1.2, Page No. 9

[02] 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 S.O.R. Item No. 1.1.1, Page No. 9

Column Foundation 6 1.80 1.80 1.50 29.16 Cum 185.00 /Cum 5395.00

[03] 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).

As per S.O.R. Item No. 3.1.3, Page No. 23

Column Foundation 6 1.80 1.80 0.15 2.92 Cum

Under Floor 2 5.50 3.05 0.10 3.35 Cum

Total 6.73 Cum 2970.00 /Cum 19988.00

[04] 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 S.O.R. Item No. 3.2.1, Page No. 23

Column Footing 6 1.50 1.50 0.30 4.05 Cum

Column upto G.B.L. 6 0.30 0.40 0.95 0.68 Cum

Ground Beam 3 6.10 0.30 0.40 2.19 Cum

Column upto P.L. 6 0.30 0.40 0.60 0.43 Cum

[05] Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

As per S.O.R. Item No. 3.4, Page No. 23

Column above P.L. 6 0.30 0.40 2.75 1.98 Cum

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

As per S.O.R. Item No. 3.12.1, Page No. 24

Qty. taken from Item No. 4+5 1x1.5x22.38M³x78.5Kg/ M³ 2635.25 Kg 54.50 /Kg 143621.00

[07] Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

(a) Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

As per S.O.R. Item No. 2.1.1, Page No. 16

Column Footing 6x4 1.50 - 0.30 10.80 Sqm

Column upto G.B.L. 6x4 2(0.30+0.40) 0.95 31.92 Sqm

Inner Surface 2 2(5.50+3.05) 0.30 10.26 Sqm

Outer Surface 1 2(6.10+7.00) 0.30 7.86 Sqm

Column upto P.B.

Plinth Beam 6x4 2(0.30+0.40) 0.60 20.16 Sqm

Inner Surface 2 2(5.50+3.05) 0.20 6.84 Sqm

Outer Surface 1 2(6.10+7.00) 0.20 5.24 Sqm

Total 96.68 Sqm 139.00 /Sqm 13438.00

(b) Columns, Pillars, Piers and likes- rectangular or square in shape

As per S.O.R. Item No. 2.1.5, Page No. 16

(c) Beams, lintels, cantilevers & walls

As per S.O.R. Item No. 2.1.8, Page No. 16

Total 18.12 Sqm 202.00 /Sqm 3660.00

(d) Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

As per S.O.R. Item No. 2.1.7, Page No. 16

Ceiling 1 7.00 7.90 - 55.30 Sqm

Deduction Column 6 2(0.30+0.40) - -8.40 Sqm

Total 50.33 Sqm 235.00 /Sqm 11827.00

[08] 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).

(a) Foundation and Plinth

As per S.O.R. Item No. 7.5.4, Page No. 45

(b) 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 S.O.R. Item No. 7.6, Page No. 45

[09] 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 S.O.R. Item No.1.18, Page No. 11

Back Filling of Foundation

Total Qty. of Excavation 1 - - - 29.16 Cum

Deduction of Qty. P.C.C. 1 - - - -2.92 Cum

Deduction of Qty. R.C.C. 1 - - - -5.40 Cum

Under Floor 2 5.50 3.05 1.10 36.91 Cum

Total 57.75 Cum 371.00 /Cum 21425.00

[10] Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:4 (1 cement : 4 fine sand).

As per S.O.R. Item No. 11.1.2, Page No. 103

Ceiling 1 7.00 7.90 - 55.30 Sqm

Deduction Column 6 2(0.30+0.40) - -8.40 Sqm

Total 91.55 Sqm 87.00 /Sqm 7965.00

[11] Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand).

As per S.O.R. Item No. 11.2.3, Page No. 103

Above Plinth 1x2 5.50 - 2.75 30.25 Sqm.

Total 58.39 Sqm. 96.50 /Sqm 5635.00

[12] 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 S.O.R. Item No. 12.1, Page No. 111

[13] Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 75 mm thick

As per S.O.R. Item No. 12.3.3, Page No. 111

Deduction Column 6 0.30 0.40 - -0.72 Sqm

Total 50.38 Sqm 345.00 /Sqm 17381.00

[14] Extra for making chequers of approved pattern on cement concrete flooring, landing, pavement etc.

As per S.O.R. Item No. 12.5, Page No. 111

Deduction Column 6 0.30 0.40 - -0.72 Sqm

Total 50.38 Sqm 16.00 /Sqm 806.00

[15] Providing and laying nominal mix plain cement concrete with crushedstone 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 S.O.R. Item No. 3.1.5, Page No. 23

Plinth Protection 1 8.10 3.00 0.20 4.86 Cum

Deduction Steps 2 2.00 1.00 0.20 -0.80 Cum

Total 8.48 Cum 4073.00 /Cum 34539.00

[16] Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

As per S.O.R. Item No. 14.13, Page No. 133

Ceiling 1 7.00 7.90 - 55.30 Sqm

Deduction Column 6 2(0.30+0.40) - -8.40 Sqm

Above Plinth 1x2 5.50 - 2.75 30.25 Sqm.

[17] Painting exterior surface with PREMIUM 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: 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 S.O.R. Item No.14.16.1, Page No.133

Ceiling 1 7.00 7.90 - 55.30 Sqm

Deduction Column 6 2(0.30+0.40) - -8.40 Sqm

Above Plinth 1x2 5.50 - 2.75 30.25 Sqm.

Total Rs 487888.00

Add for 6 % for Electrification Charge Rs 29273.00

Total Rs 517161.00

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

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

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

DETAIL'S ESTIMATE FOR PROPOSED COMMUNITY CENTER

AT GRAM PANCHAYAT-….................................BLOCK-MASTURI, DISTRICT-BILASPUR (C.G.)

SCHEDULE OF RATES FOLLOWS :

C.G.P.W.D. BUILDING WORKS S.O.R. WITH EFFECT FROM DATE 01.01.2015

C.G.P.W.D. ELECTRICAL WORKS S.O.R. WITH EFFECT FROM DATE 01.07.2015

S.No. Particulars Item of work No. Measurents Quantity Unit Rate Unit Amount

[01] 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 S.O.R. Item No. 1.2, Page No. 9

[02] 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 S.O.R. Item No. 1.1.1, Page No. 9

Column Foundation 16 1.50 1.50 1.50 54.00 Cum

Septic Tank 1 3.30 2.40 1.50 11.88 Cum

Total 65.88 Cum 185.00 /Cum 12188.00

[03] 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).

As per S.O.R. Item No. 3.1.3, Page No. 23

Column Foundation 16 1.50 1.50 0.15 5.40 Cum

Septic Tank 1 3.30 2.40 0.15 1.18 Cum

Under Floor Cum

Gents Room 1 3.15 4.00 0.10 1.26 Cum

Ladies Room 1 3.15 4.00 0.10 1.26 Cum

[04] 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 S.O.R. Item No. 3.2.1, Page No. 23

Column Footing 16 1.20 1.20 0.40 9.22 Cum

Column upto G.B.L. 6 0.30 0.30 1.05 0.57 Cum

Column upto P.L. 6 0.30 0.30 0.35 0.19 Cum

Septic Tank Slab 1 3.00 2.10 0.10 0.63 Cum

[05] Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

As per S.O.R. Item No. 3.4, Page No. 23

Column above P.L. 6 0.30 0.30 2.10 1.14 Cum

Column offset 4 0.30 0.10 0.20 0.03 Cum

Chhajja 6 1.80 0.60 0.10 0.65 Cum

Column above L.B. 6 0.30 0.30 1.00 0.54 Cum

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

As per S.O.R. Item No. 3.12.1, Page No. 24

Qty. taken from Item No. 4+5 1x1.50x45.09M³x78.5Kg/ M³ 5309.35 Kg 54.50 /Kg 289360.00

[07] Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

(a) Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

As per S.O.R. Item No. 2.1.1, Page No. 16

Column Footing 16x4 1.20 - 0.40 30.72 Sqm

Column upto G.B.L. 6x4 0.30 - 1.05 7.56 Sqm

Ground Beam Sqm

Inner Surface 1x2 (3.00+2.70) 0.40 4.56 Sqm

Outer Surface 1x2 (10.10+13.60) 0.40 18.96 Sqm

Column upto P.L. 6x4 0.30 - 0.35 2.52 Sqm

(b) Columns, Pillars, Piers and likes- rectangular or square in shape

As per S.O.R. Item No. 2.1.5, Page No. 16

Column above P.L. 6x4 0.30 - 2.10 15.12 Sqm

Column above L.B. 10x2 (0.20+0.30) 2.10 21.00 Sqm

Column above L.B. 6x4 0.30 - 1.00 7.20 Sqm

Total 53.32 Sqm 297.00 /Sqm 15836.00

(c) Beams, lintels, cantilevers & walls

As per S.O.R. Item No. 2.1.8, Page No. 16

Inner Surface 1x2 (3.00+2.70) 0.20 2.28 Sqm

Outer Surface 1x2 (10.10+13.60) 0.20 9.48 Sqm

Inner Surface 1x2 (3.00+2.70) 0.20 2.28 Sqm

Outer Surface 1x2 (10.10+13.60) 0.20 9.48 Sqm

Total 66.72 Sqm 202.00 /Sqm 13477.00

(d) Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

As per S.O.R. Item No. 2.1.7, Page No. 16

Gents Room 1 3.15 4.00 - 12.60 Sqm

Ladies Room 1 3.15 4.00 - 12.60 Sqm

Urinal 2 1.45 2.40 - 6.96 Sqm

Slab Projection 1x2 (10.40+13.90) 0.115 5.58 Sqm

Septic Tank Slab 1x2 2.40 1.50 - 7.20 Sqm

(e) Weather shade, chhajja, Cornices and mouldings

As per S.O.R. Item No. 2.1.13, Page No. 17

Chhajja 6 1.80 0.60 - 6.48 Sqm

Total 7.20 Sqm 294.00 /Sqm 2117.00

[08] Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

As per S.O.R. Item No. 1.17, Page No. 11

Back Filling of Foundation

Excavation for Foundation 16 1.50 1.50 1.50 54.00 Cum

Deduction for P.C.C. 16 1.50 1.50 0.15 -5.40 Cum

Deduction for R.C.C. 16 1.20 1.20 0.40 -9.22 Cum

Total 38.18 Cum 65.00 /Cum 2482.00

[09] 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).

(a) foundation and plinth

As per S.O.R. Item No. 7.5.4, Page No. 45

Septic Tank 2 3.00 0.30 1.80 3.24 Cum

Front Steps 1 2.40 1.20 0.15 0.43 Cum

(b) 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 S.O.R. Item No. 7.6, Page No. 45

Above L.B.L. Cum

Deduction for opening

[10] Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

As per S.O.R. Item No. 3.13, Page No.24

Total 0.77 Cum 4237.00 /Cum 3262.00

[11] 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 S.O.R. Item No.1.18, Page No. 11

Gents Room 1 3.15 4.00 0.80 10.08 Cum

Ladies Room 1 3.15 4.00 0.80 10.08 Cum

Total 82.25 Cum 371.00 /Cum 30515.00

[12] Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:4 (1 cement : 4 fine sand).

As per S.O.R. Item No. 11.1.2, Page No. 103

Column 2x4 0.30 - 2.10 5.04 Sqm

Beam Bottom 1x1 8.40 0.30 - 2.52 Sqm

Gents Room 1 3.15 4.00 - 12.60 Sqm

Ladies Room 1 3.15 4.00 - 12.60 Sqm

Urinal 2 1.45 2.40 - 6.96 Sqm

Slab Projection 1x2 (10.40+13.90) 0.115 5.58 Sqm

Chhajja 6x2 1.80 0.60 - 12.96 Sqm

Total 155.55 Sqm 87.00 /Sqm 13533.00

[13] Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand).

As per S.O.R. Item No. 11.2.3, Page No. 103

Inner Surface 1x2 (3.00+2.70) 1.00 11.40 Sqm

Septic Tank 1x2 (2.40+1.50) 1.80 14.04 Sqm

Total 233.87 Sqm 96.50 /Sqm 22568.00

[14] Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand)

As per S.O.R. Item No. 11.3.3, Page No. 103

Outer Surface 1x2 (10.10+10.90) 4.20 176.40 Sqm

[15] Neat Cement punning.

As per S.O.R. Item No. 11.5, Page No. 104

Septic Tank 1x2 (2.40+1.50) 1.80 14.04 Sqm.

Total 17.64 Sqm. 33.00 /Sqm. 582.00

[16] Extra for lining over plaster to imitate stone or concrete block walling.

As per S.O.R. Item No. 11.36, Page No. 106

Outer Surface 1x2 (10.10+10.90) 4.20 176.40 Sqm

Total 165.06 Sqm 23.50 /Sqm 3879.00

[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 S.O.R. Item No. 12.1, Page No. 111

Total 125.06 Sqm 34.00 /Sqm 4252.00

[18] Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

Single rebate/ mullion 100mmx50mm size, 1.6mm thick sheet.

As per S.O.R. Item No. 9.18.4, Page No. 82

[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 S.O.R. Item No. 9.15, Page No. 81

Frame Angle 30x30x5 mm 6x2 1.50 2.20 Kg/m. 39.60 Kg

10 mm square bar 6x4 1.50 0.78 Kg/m. 28.08 Kg

Frame Angle 30x30x5 mm 10x2 0.75 2.20 Kg/m. 33.00 Kg

10 mm square bar 10x3 0.75 0.78 Kg/m. 17.55 Kg

[20] Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) andjointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete. Size upto 200x300mm

As per S.O.R. Item No. 12.7.1, Page No. 111

Total 40.95 Sqm 587.00 /Sqm 24038.00

[21] Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.Size 300x300mm

As per S.O.R. Item No. 12.9.1, Page No. 112

Urinal 2 1.45 2.40 - 6.96 Sqm

Total 11.31 Sqm 692.00 /Sqm 7826.00

[22] Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. Size 600x600mm

As per S.O.R. Item No.12.13.1, Page No.112

Gents Room 1 3.15 4.00 - 12.60 Sqm

Ladies Room 1 3.15 4.00 - 12.60 Sqm

[23] Providing and fixing factory made UPVC door frame made of UPVC profile section having an overall dimension as below (tolerance ± 1mm) with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge.Extruded section Profile size 42x50 mm.

As per S.O.R. Item No.8.148.1., Page No. 73

[24] Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. 30 mm thick door shutters with styles and rails of size 60x30 mm

As per S.O.R. Item No.8.149.1., Page No. 73

[25] Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.125 mm

As per S.O.R. Item No.8.123.2., Page No. 69

[26] Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete.250x12mm

As per S.O.R. Item No.8.121.2., Page No. 69

[27] Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.

As per S.O.R. Item No.8.122.3., Page No. 69

[28] Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.

As per S.O.R. Item No. 9.11, Page No.80

[29] Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 35 mm. thick (single leaf)

As per S.O.R. Item No. 8.12.2, Page No.56

[30] Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete : 250 x 16mm

As per S.O.R. Item No. 8.79.2, Page No. 64

Total 5.00 No. 489.00 Each 2445.00

[31] Providing and fixing antique/ SS finished brass door latch with antique/ SS polished MS screw complete: 250x16x5 mm

As per S.O.R. Item No. 8.80.2, Page No. 64

Total 5.00 No. 280.00 Each 1400.00

[32] Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete: 200 x10mm

As per S.O.R. Item No. 8.80.2, Page No. 64

Total 5.00 No. 249.00 Each 1245.00

[33] Providing and fixing antique/ SS finished brass handles with antique/ SS polished MS screw complete:

As per S.O.R. Item No. 8.84.1, Page No. 65

Total 12.00 No. 58.50 Each 702.00

[34] Providing and fixing antique/ SS finished brass butt hinges with antique/SS polished MS screw complete: 125x70x4.00mm (Ordinary Type)

As per S.O.R. Item No. 8.77.4, Page No. 64

Total 18.00 No. 158.00 Each 2844.00

[35] Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:

For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

As per S.O.R. Item No.9.47.2, Page No. 85

[36] Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness

As per S.O.R. Item No. 9.51.2, Page No. 85

[37] Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

As per S.O.R. Item No.14.12, Page No. 133

Column 2x4 0.30 - 2.10 5.04 Sqm

Beam Bottom 1x1 8.40 0.30 - 2.52 Sqm

Gents Room 1 3.15 4.00 - 12.60 Sqm

Ladies Room 1 3.15 4.00 - 12.60 Sqm

Urinal 2 1.45 2.40 - 6.96 Sqm

Slab Projection 1x2 (10.40+13.90) 0.115 5.58 Sqm

Chhajja 6x2 1.80 0.60 - 12.96 Sqm

Inner Surface 1x2 (3.00+2.70) 1.00 11.40 Sqm

Outer Surface 1x2 (10.10+10.90) 4.20 176.40 Sqm

Total 536.84 Sqm 23.00 /Sqm 12347.00

[38] Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

As per S.O.R. Item No.14.13, Page No.133

Quantity From item No. 37 536.84 Sqm 94.50 /Sqm 50731.00

[39] Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint.

As per S.O.R. Item No.14.22.1, Page No.134

Total 26.47 Sqm 55.00 /Sqm 1456.00

[40] Wall painting with acrylic premium emulsion (plastic) paint of required shade to give an even shade.On new work (two or more coats).

As per S.O.R. Item No.14.10.1, Page No.133

Column 2x4 0.30 - 2.10 5.04 Sqm

Beam Bottom 1x1 8.40 0.30 - 2.52 Sqm

Gents Room 1 3.15 4.00 - 12.60 Sqm

Ladies Room 1 3.15 4.00 - 12.60 Sqm

Urinal 2 1.45 2.40 - 6.96 Sqm

Slab Projection 1x2 (10.40+13.90) 0.115 5.58 Sqm

Chhajja 6x2 1.80 0.60 - 12.96 Sqm

Inner Surface 1x2 (3.00+2.70) 1.00 11.40 Sqm

[41] Painting exterior surface with PREMIUM 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: 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 S.O.R. Item No.14.16.1, Page No.133

Outer Surface 1x2 (10.10+10.90) 4.20 176.40 Sqm

Deduction O 2 2.70 - 2.10 -11.34 Sqm

Slab Projection 1x2 (10.40+13.90) 0.115 5.58 Sqm

Chhajja 6x2 1.80 0.60 - 12.96 Sqm

[42] Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable)

As per S.O.R. Item No. 21.17,Page No. 201

[43] Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level.

As per S.O.R. Item No. 21.1.1.3,Page No. 198

As per S.O.R. Item No. 21.2.1.4,Page No. 198

(b) Rocky strata including Boulders.- 150 mm dia. 1 66.00 - - 66.00 M. 396.00 /M. 26136.00

[44] Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge beyond 90 metre & upto 150 metre depth below ground level.

As per S.O.R. Item No. 21.2.2.3,Page No. 198

(b) Rocky strata including Boulders.- 150 mm dia. 1 32.00 - - 32.00 M. 424.00 /M. 13568.00

[45] Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge.

As per S.O.R. Item No. 21.5.3,Page No. 199

[46] Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V"

notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

As per S.O.R. Item No. 21.10,Page No.200

[47] Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:

As per S.O.R. Item No. 21.11.3,Page No.200

Total Rs 1347636.00

Add 9% for Electrification Charge Rs 121287.00

Add 6% for Sanitary and water Supply Charge Rs 80858.00

Total Rs 1549781.00

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

C.G. STATE AGRICULTURAL MARKETING BOARD DIVISION- BILASPUR(C.G)