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Tender Value
₹13.4 L
EMD Value
₹10,000
Closing Date
5 May 2026, 5:00 pmClosed
MR BUYER ADMIN(DFLT)
CGSMB
construction of MIG type staff quarter at main mandi yard (A) in mandi samiti katghora distt-korba
188796
Sr no/b6/katghora mandi/42-2/2025_26/120/raipur/07.04.2026
RESTRICTED TENDER
WORKS
PERCENTAGE
6 days
CGSMB
Required Past Technical Experience: AS DETAILED IN NIT CONDITION
Required Financial Turnover (in INR): AS PER NIT/NIT CONDI
Required Bid Capacity (in INR): AS PER NIT/NIT CONDI
21 documents required · 21 mandatory
Chhattisgarh State Mandi Board (CGSMB)
WORKS
MR BUYER ADMIN(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
CGSMB
TENDER SECTION
RAIPUR
120
06
No
0
188796
5 May, 2026 5:00:00 PM IST
13 May, 2026 11:00:00 AM IST
12 Apr, 2026 11:55:00 PM IST
Sr no/b6/katghora mandi/42-2/2025_26/120/raipur/07.04.2026
construction of MIG type staff quarter at main mandi yard (A) in mandi samiti katghora distt-korba
10000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
1337000.00
2
12 May, 2026 5:00:00 PM IST
1337000
AS PER NIT/NIT CONDI
AS PER NIT/NIT CONDI
AS DETAILED IN NIT CONDITION
3000.00 INR
23d 6h 4m
21 documents required · 14 mandatory · 7 optional
₹3,000
₹10,000
12 Apr 2026
12 Apr 2026
13 May 2026
12 Apr 2026
5 May 2026
12 Apr 2026
12 May 2026
OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULURE MARKETING BOARD DIVISION BILASPUR(C.G)
DETAILED ESTIMATE FOR CONSTRUCTION OF MIG TYPE-A STAFF QUARTER AT-MAIN MANDI YARD KATGHORA, K.U.M.S. KATGHORA, DISTT- KORBA (C.G.)
S.O.R. -- C.G. - P.W.D. S.O.R for building work with effect from 01.01.2015 and Electrification work wef 01.07.2015
DETAILED ESTIMATE AND ABSTRACT
sn Items no. length width height Qty unit Rate Amount
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. (a) In all types of soils.
Plinth protection 1 43.30 0.30 0.30 3.90
(b) Extra for every additional lift of 1.5 m or part thereof. All types of soils
septic tank 1 3.50 2.30 0.30 2.42
Total 10.19 cum 26.50 270
2 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).
septic tank 1 3.50 2.30 0.15 1.21
Drawing room 1 3.60 3.00 0.10 1.08
Living room 1 3.60 4.30 0.10 1.55
Bath/Toilet 2 2.70 1.20 0.10 0.65
Plinth protection 1 43.30 0.30 0.075 0.97
3 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).
column footing 18 1.20 1.20 0.20 5.18
column upto GL 13 0.20 0.40 1.30 1.35
ground beam H/wall 2 4.00 0.20 0.40 0.64
column upto PL 13 0.20 0.40 0.30 0.31
septic tank Buffer wall 1 1.50 0.20 0.20 0.06
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:
column upto Lintel 13 0.20 0.40 2.10 2.18
Lintel beam H/wall 2 4.40 0.20 0.20 0.35
Lintel beam V/wall 2 4.00 0.20 0.20 0.32
Lintel beam V/wall 2 2.60 0.20 0.20 0.21
chhajja window 2 1.80 0.45 0.08 0.13
slab beam H/wall 1 4.00 0.20 0.20 0.16
column upto slab level 13 0.20 0.40 0.80 0.83
slab septic tank 1 3.30 2.10 0.125 0.87
Deduct court yard 1 3.50 2.00 0.125 -0.88
ventilator chhajja 1 3.00 0.40 0.10 0.12
Kictchen plateform 2 1.00 0.40 0.10 0.08
4 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
5 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.
column upto GL 13x2 0.20 1.30 6.76
ground beam Outer side 1 46.00 0.40 18.40
inner porch 2 3.00 0.40 2.40
drawing room 2 3.60 0.40 2.88
living room 2 6.10 0.40 4.88
court yard 2 3.30 0.40 2.64
septic tank Buffer wall 1 1.50 0.20 0.30
column upto PL 13x2 0.20 0.30 1.56
(b) Columns, Pillars, Piers and likes- rectangular or square in shape
column upto Lintel 13x2 0.20 2.10 10.92
column upto top slab level 13x2 0.20 0.80 4.16
(c) Beams, lintels, cantilevers & walls
Lintel Outer side 1 41.00 0.20 8.20
inner side Drawing room 2 3.60 0.20 1.44
Living room 2 4.80 0.20 1.92
court yard 2 3.30 0.20 1.32
slab beam outer side 1 41.00 0.20 8.20
inner side porch 2 3.80 0.20 1.52
Drawing room 2 3.60 0.20 1.44
Living room 2 4.80 0.20 1.92
court yard 2 3.30 0.20 1.32
(d) Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
septic tank slab 1 3.30 2.10 6.93
slab room outer chhajja 1 47.60 0.30 14.28
drawing room 1 3.60 3.00 10.80
Living room 1 3.60 4.30 15.48
chhajja court yard 1 3.30 0.60 1.98
chhajja ventilator 1 3.00 0.45 1.35
(e) Edge of slab, breaks in floor and walls upto 200mm.
septic tank slab 2 3.30 6.60
slab room 2 2.10 4.20
Total 58.40 mtr 34.00 1986
6 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)
soling H/wall 1 3.80 0.20 0.10 0.08
above ground beam H/wall 2 3.80 0.20 0.30 0.46
septic tank L/W 2 3.30 0.30 2.00 3.96
Buffer wall 1 1.50 0.20 1.00 0.30
plinth protection front side 1 5.20 0.20 0.40 0.42
steps front side 1 4.00 0.60 0.30 0.72
plinth protection V/wall inner wall Total 16.35 cum 3263.00 53357
b Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in super structure in:Cement Mortar 1:6 (1 cement : 6 coarse sand)
Lintel Level H/wall 2 3.80 0.20 2.10 3.19
Deduction doors 3 1.00 0.20 2.10 -1.26
Above Lintel Level 2 3.80 0.20 0.80 1.22
Deduction ventilator 2 0.80 0.20 0.40 -0.13
parapet wall front 1 14.00 0.20 0.70 1.96
7 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.
Total Excavation Qty 46.66
Deduct Qty M10 -3.89
Drawing room 1 3.60 3.00 0.75 8.10
Bedroom front 1 4.00 3.60 0.75 10.80
Bedroom back 1 3.60 3.60 0.75 9.72
Bath/Toilet 2 2.70 1.20 0.75 4.86
Plinth protection front 1 5.00 0.80 0.35 1.40
8 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.
9 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto foundation and plinth excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
top of parapet wall 1 46.20 0.20 0.05 0.46
septic tank floor 1 2.70 1.50 0.10 0.41
Haller parapet wall 1x1/2 45.40 0.10 0.10 0.23
Haller window chhajja 3x1/2 1.80 0.10 0.15 0.04
10 Providing and making 12mm thick cement plaster of mix:In Cement Mortar 1:5 (1 cement : 5 fine sand)
inner side wall Drawing room 1x2 3.60 3.30 23.76
inner side wall bed room 1x2 4.00 3.30 26.40
inner side wall bed room back 2x2 3.60 3.30 47.52
Living room 1x2 4.80 3.30 31.68
court yard 1x2 3.30 3.30 21.78
side of door 8x2 0.20 2.10 6.72
side of window 4x2 0.20 1.20 1.92
Deduction doors 6 1.00 2.10 -12.60
11 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)
outer side wall front wall 1 4.40 3.30 14.52
right side 1 11.70 3.30 38.61
parapet wall both side 2 46.20 0.75 69.30
top of parapet wall 1 46.20 0.20 9.24
septic tank L/W 2 2.50 2.00 10.00
Buffer wall 2 1.50 1.20 3.60
12 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand)
slab projection chhajja 1 47.60 0.30 14.28
Court yard chhajja 1 3.00 0.60 1.80
window chhajja 3 1.80 0.45 2.43
Drawing room 1 3.60 3.00 10.80
Bedroom front 1 4.00 3.60 14.40
Bedroom back 1 3.60 3.60 12.96
Living room 1 3.60 4.30 15.48
Kictchen 1 3.30 2.70 8.91
Bath/Toilet 2 2.70 1.20 6.48
13 Neat cement punning
septic tank L/W 2 2.50 2.00 10.00
Buffer wall 2 1.50 1.20 3.60
Total 20.30 sqm 33.00 670
14 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622of approved make, colours, shades and size on wall and dados over 12mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) andjointing with grey cement slurry @ 3.3kg per sqm including pointing inwhite cement mixed with matching pigment complete.
Size upto 200x300mm
Toilet wall 2x2 2.70 2.10 22.68
kitchen plateform 1 5.10 0.60 3.06
wash basin in Living room 1 1.20 1.20 1.44
deduction - Door portion 2 0.80 2.10 -3.36
15 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
Toilet floor 2 2.70 1.20 6.48
court yard 1 3.30 2.40 7.92
skirting 1 11.40 0.15 1.71
skirting 1 3.60 0.15 0.54
steps front (tread & riser) 1 4.00 1.20 4.80
16 Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS: 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.600x600mm
Drawing room 1 3.60 3.00 10.80
skirting 1 13.20 0.15 1.98
skirting 1 15.20 0.15 2.28
Living room 1 3.60 4.30 15.48
skirting 1 18.20 0.15 2.73
skirting 1 12.00 0.15 1.80
17 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.
Door frame Angle (40x40x5mm) D 3 5.20 3.00 kg/m 46.80
hoid fast 36 0.25 3.00 kg/m 27.00
bottom 10mm # bar 6 1.00 0.785 kg/m 4.71
hoid fast 5x4 0.25 2.60 kg/m 13.00
ventilator (35x35x5) (0.80x0.40) 2nos. 2 2.40 2.60 kg/m 12.48
hoid fast 16 0.25 2.60 kg/m 10.40
18 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 completeincluding applying a priming of red oxide zinc chromate primer.
window grill W 4 1.40 1.20 6.72
ventilator V1 2 0.80 0.40 0.64
20.00kg/sqm 8.80
19 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frameof angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mmM.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer.
window shutter W 4x4 0.35 1.18 6.61
20.00kg/sqm 7.31
20 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (mainmsection 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 (For fixed portion).
ventilator V 2 0.80 0.40 0.64
10.00kg/sqm 1.12
21 Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with PVC/ neoprene gasket etc. complete. (Cost ofaluminium snap beading shall be paid in basic item): With float glass panes of 4 mm thickness
ventilator (0.80x0.40) 2nos. V V 2x4 0.76 0.10 0.61
Total 1.06 sqm 611.00 645
22 Providing and fixing flush door shutters, core of block board construction with frame of first class hard wood and well matched first class Indian teak ply veneering on one face and commercial ply veneering on the other face of the shutter with vertical grains, cross bands and face veneering excluding hinges.30 mm. thick (single leaf)
23 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge.
24 Providing and fixing factory made 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25mm or less as per requirement with an average wall thickness of 1mm ± 0.3mm. PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm.An M.S. tube having dimensions 19mm x 19mm is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm X 11mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures' specification.
25 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete: 250x16mm
26 Providing and fixing brass door latch with brass polished MS screws complete: 250x16x5 mm
27 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete: 200x10mm
28 Providing and fixing bright finished brass door handles with brass polished MS screws complete:125 mm
29 Providing and fixing 150mm bright finished brass floor door stopper with rubber cushion & brass polished MS screws etc complete to suit the shutter thickness.
30 15mm thick Marble stone slab flooring over 18mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including grinding rubbing and polishing etc.complete. (Area of slab should be 0.50 sqm and above) Udaipur green marble
kitchen plateform 1 2.60 0.60 1.56
31 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.
plinth protection 1 44.30 1.00 44.30 sqm 222.00 9835
32 Providing and applying plaster of paris putty over plastered wall surface including scaffolding complete Upto 2 mm thickness to make surface even and smooth in line and level.
same Qty 12mm thick plaster 326.00 sqm 63.00 20538
33 Providing and applying plaster of paris putty over plastered ceiling surface including scaffolding complete.Upto 2 mm thickness to make surface even and smooth in line and level.
same Qty 6mm thick plaster 112.39 sqm 66.00 7418
34 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.
same Qty 15mm thick plaster 233.48
same Qty 12mm thick plaster 326.00
same Qty 6mm thick plaster 112.39
35 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)
same Qty item no.35 233.48 sqm 74.50 17394
36 Distempering with acrylic washable distemper to give an even shade.On new work (Two or more coats)
same Qty item no.33 & 34 326.00 sqm 38.00 12388
37 Painting on new work (two or more coats) to give an even shade with:Premium synthetic enamel paint
window grill 4 1.40 1.20 6.72
window grill 1 0.80 0.90 0.72
ventilator 2 0.80 0.40 0.64
Total 47.62 sqm 47.00 2238
38 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
39 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :
TOTAL Rs. 1162614
Add 9%Electrification work charges 104635
Add 6% Sanitary & Water Supply charges 69757
TOTAL Rs. 1337006
Add 3% Contingency charges 40110
Grand Total 1377116
Say Rs. 13.77Lacs
Sub Engineer Assistant Engineer Executive Engineer
C.G. STATE AGRICULURE MARKETING BOARD DIVISION BILASPUR
OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULURE MARKETING BOARD DIVISION BILASPUR(C.G)
DETAILED ESTIMATE FOR CONSTRUCTION OF MIG TYPE-B STAFF QUARTER AT-MAIN MANDI YARD KATGHORA, K.U.M.S. KATGHORA, DISTT- KORBA (C.G.)
S.O.R. -- C.G. - P.W.D. S.O.R for building work with effect from 01.01.2015 and Electrification work wef 01.07.2015
DETAILED ESTIMATE AND ABSTRACT
sn Items no. length width height Qty unit Rate Amount
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. (a) In all types of soils.
Plinth protection 1 43.30 0.30 0.30 3.90
(b) Extra for every additional lift of 1.5 m or part thereof. All types of soils
septic tank 1 3.50 2.30 0.30 2.42
Total 10.19 cum 26.50 270
2 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).
septic tank 1 3.50 2.30 0.15 1.21
Drawing room 1 3.60 3.00 0.10 1.08
Living room 1 3.60 4.30 0.10 1.55
Bath/Toilet 2 2.70 1.20 0.10 0.65
Plinth protection 1 43.30 0.30 0.075 0.97
3 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).
column footing 18 1.20 1.20 0.20 5.18
column upto GL 13 0.20 0.40 1.30 1.35
ground beam H/wall 2 4.00 0.20 0.40 0.64
column upto PL 13 0.20 0.40 0.30 0.31
septic tank Buffer wall 1 1.50 0.20 0.20 0.06
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:
column upto Lintel 13 0.20 0.40 2.10 2.18
Lintel beam H/wall 2 4.40 0.20 0.20 0.35
Lintel beam V/wall 2 4.00 0.20 0.20 0.32
Lintel beam V/wall 2 2.60 0.20 0.20 0.21
chhajja window 2 1.80 0.45 0.08 0.13
slab beam H/wall 1 4.00 0.20 0.20 0.16
column upto slab level 13 0.20 0.40 0.80 0.83
slab septic tank 1 3.30 2.10 0.125 0.87
Deduct court yard 1 3.50 2.00 0.125 -0.88
ventilator chhajja 1 3.00 0.40 0.10 0.12
Kictchen plateform 2 1.00 0.40 0.10 0.08
4 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
5 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.
column upto GL 13x2 0.20 1.30 6.76
ground beam Outer side 1 46.00 0.40 18.40
inner porch 2 3.00 0.40 2.40
drawing room 2 3.60 0.40 2.88
living room 2 6.10 0.40 4.88
court yard 2 3.30 0.40 2.64
septic tank Buffer wall 1 1.50 0.20 0.30
column upto PL 13x2 0.20 0.30 1.56
(b) Columns, Pillars, Piers and likes- rectangular or square in shape
column upto Lintel 13x2 0.20 2.10 10.92
column upto top slab level 13x2 0.20 0.80 4.16
(c) Beams, lintels, cantilevers & walls
Lintel Outer side 1 41.00 0.20 8.20
inner side Drawing room 2 3.60 0.20 1.44
Living room 2 4.80 0.20 1.92
court yard 2 3.30 0.20 1.32
slab beam outer side 1 41.00 0.20 8.20
inner side porch 2 3.80 0.20 1.52
Drawing room 2 3.60 0.20 1.44
Living room 2 4.80 0.20 1.92
court yard 2 3.30 0.20 1.32
(d) Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
septic tank slab 1 3.30 2.10 6.93
slab room outer chhajja 1 47.60 0.30 14.28
drawing room 1 3.60 3.00 10.80
Living room 1 3.60 4.30 15.48
chhajja court yard 1 3.30 0.60 1.98
chhajja ventilator 1 3.00 0.45 1.35
(e) Edge of slab, breaks in floor and walls upto 200mm.
septic tank slab 2 3.30 6.60
slab room 2 2.10 4.20
Total 58.40 mtr 34.00 1986
6 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)
soling H/wall 1 3.80 0.20 0.10 0.08
above ground beam H/wall 2 3.80 0.20 0.30 0.46
septic tank L/W 2 3.30 0.30 2.00 3.96
Buffer wall 1 1.50 0.20 1.00 0.30
plinth protection front side 1 5.20 0.20 0.40 0.42
steps front side 1 4.00 0.60 0.30 0.72
plinth protection V/wall inner wall Total 16.35 cum 3263.00 53357
b Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 4.0 in super structure in:Cement Mortar 1:6 (1 cement : 6 coarse sand)
Lintel Level H/wall 2 3.80 0.20 2.10 3.19
Deduction doors 3 1.00 0.20 2.10 -1.26
Above Lintel Level 2 3.80 0.20 0.80 1.22
Deduction ventilator 2 0.80 0.20 0.40 -0.13
parapet wall front 1 14.00 0.20 0.70 1.96
7 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.
Total Excavation Qty 46.66
Deduct Qty M10 -3.89
Drawing room 1 3.60 3.00 0.75 8.10
Bedroom front 1 4.00 3.60 0.75 10.80
Bedroom back 1 3.60 3.60 0.75 9.72
Bath/Toilet 2 2.70 1.20 0.75 4.86
Plinth protection front 1 5.00 0.80 0.35 1.40
8 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.
9 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto foundation and plinth excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
top of parapet wall 1 46.20 0.20 0.05 0.46
septic tank floor 1 2.70 1.50 0.10 0.41
Haller parapet wall 1x1/2 45.40 0.10 0.10 0.23
Haller window chhajja 3x1/2 1.80 0.10 0.15 0.04
10 Providing and making 12mm thick cement plaster of mix:In Cement Mortar 1:5 (1 cement : 5 fine sand)
inner side wall Drawing room 1x2 3.60 3.30 23.76
inner side wall bed room 1x2 4.00 3.30 26.40
inner side wall bed room back 2x2 3.60 3.30 47.52
Living room 1x2 4.80 3.30 31.68
court yard 1x2 3.30 3.30 21.78
side of door 8x2 0.20 2.10 6.72
side of window 4x2 0.20 1.20 1.92
Deduction doors 6 1.00 2.10 -12.60
11 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)
outer side wall front wall 1 4.40 3.30 14.52
right side 1 11.70 3.30 38.61
parapet wall both side 2 46.20 0.75 69.30
top of parapet wall 1 46.20 0.20 9.24
septic tank L/W 2 2.50 2.00 10.00
Buffer wall 2 1.50 1.20 3.60
12 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand)
slab projection chhajja 1 47.60 0.30 14.28
Court yard chhajja 1 3.00 0.60 1.80
window chhajja 3 1.80 0.45 2.43
Drawing room 1 3.60 3.00 10.80
Bedroom front 1 4.00 3.60 14.40
Bedroom back 1 3.60 3.60 12.96
Living room 1 3.60 4.30 15.48
Kictchen 1 3.30 2.70 8.91
Bath/Toilet 2 2.70 1.20 6.48
13 Neat cement punning
septic tank L/W 2 2.50 2.00 10.00
Buffer wall 2 1.50 1.20 3.60
Total 20.30 sqm 33.00 670
14 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622of approved make, colours, shades and size on wall and dados over 12mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) andjointing with grey cement slurry @ 3.3kg per sqm including pointing inwhite cement mixed with matching pigment complete.
Size upto 200x300mm
Toilet wall 2x2 2.70 2.10 22.68
kitchen plateform 1 5.10 0.60 3.06
wash basin in Living room 1 1.20 1.20 1.44
deduction - Door portion 2 0.80 2.10 -3.36
15 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
Toilet floor 2 2.70 1.20 6.48
court yard 1 3.30 2.40 7.92
skirting 1 11.40 0.15 1.71
skirting 1 3.60 0.15 0.54
steps front (tread & riser) 1 4.00 1.20 4.80
16 Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS: 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.600x600mm
Drawing room 1 3.60 3.00 10.80
skirting 1 13.20 0.15 1.98
skirting 1 15.20 0.15 2.28
Living room 1 3.60 4.30 15.48
skirting 1 18.20 0.15 2.73
skirting 1 12.00 0.15 1.80
17 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.
Door frame Angle (40x40x5mm) D 3 5.20 3.00 kg/m 46.80
hoid fast 36 0.25 3.00 kg/m 27.00
bottom 10mm # bar 6 1.00 0.785 kg/m 4.71
hoid fast 5x4 0.25 2.60 kg/m 13.00
ventilator (35x35x5) (0.80x0.40) 2nos. 2 2.40 2.60 kg/m 12.48
hoid fast 16 0.25 2.60 kg/m 10.40
18 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 completeincluding applying a priming of red oxide zinc chromate primer.
window grill W 4 1.40 1.20 6.72
ventilator V1 2 0.80 0.40 0.64
20.00kg/sqm 8.80
19 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frameof angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mmM.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer.
window shutter W 4x4 0.35 1.18 6.61
20.00kg/sqm 7.31
20 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (mainmsection 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 (For fixed portion).
ventilator V 2 0.80 0.40 0.64
10.00kg/sqm 1.12
21 Providing and fixing glazing in aluminium door, window, ventilator shuttersand partitions etc. with PVC/ neoprene gasket etc. complete. (Cost ofaluminium snap beading shall be paid in basic item): With float glass panes of 4 mm thickness
ventilator (0.80x0.40) 2nos. V V 2x4 0.76 0.10 0.61
Total 1.06 sqm 611.00 645
22 Providing and fixing flush door shutters, core of block board construction with frame of first class hard wood and well matched first class Indian teak ply veneering on one face and commercial ply veneering on the other face of the shutter with vertical grains, cross bands and face veneering excluding hinges.30 mm. thick (single leaf)
23 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge.
24 Providing and fixing factory made 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25mm or less as per requirement with an average wall thickness of 1mm ± 0.3mm. PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm.An M.S. tube having dimensions 19mm x 19mm is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm X 11mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures' specification.
25 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete: 250x16mm
26 Providing and fixing brass door latch with brass polished MS screws complete: 250x16x5 mm
27 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete: 200x10mm
28 Providing and fixing bright finished brass door handles with brass polished MS screws complete:125 mm
29 Providing and fixing 150mm bright finished brass floor door stopper with rubber cushion & brass polished MS screws etc complete to suit the shutter thickness.
30 15mm thick Marble stone slab flooring over 18mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including grinding rubbing and polishing etc.complete. (Area of slab should be 0.50 sqm and above) Udaipur green marble
kitchen plateform 1 2.60 0.60 1.56
31 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.
plinth protection 1 44.30 1.00 44.30 sqm 222.00 9835
32 Providing and applying plaster of paris putty over plastered wall surface including scaffolding complete Upto 2 mm thickness to make surface even and smooth in line and level.
same Qty 12mm thick plaster 326.00 sqm 63.00 20538
33 Providing and applying plaster of paris putty over plastered ceiling surface including scaffolding complete.Upto 2 mm thickness to make surface even and smooth in line and level.
same Qty 6mm thick plaster 112.39 sqm 66.00 7418
34 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.
same Qty 15mm thick plaster 233.48
same Qty 12mm thick plaster 326.00
same Qty 6mm thick plaster 112.39
35 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)
same Qty item no.35 233.48 sqm 74.50 17394
36 Distempering with acrylic washable distemper to give an even shade.On new work (Two or more coats)
same Qty item no.33 & 34 326.00 sqm 38.00 12388
37 Painting on new work (two or more coats) to give an even shade with:Premium synthetic enamel paint
window grill 4 1.40 1.20 6.72
window grill 1 0.80 0.90 0.72
ventilator 2 0.80 0.40 0.64
Total 47.62 sqm 47.00 2238
38 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
39 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :
TOTAL Rs. 1162614
Add 9%Electrification work charges 104635
Add 6% Sanitary & Water Supply charges 69757
TOTAL Rs. 1337006
Add 3% Contingency charges 40110
Grand Total 1377116
Say Rs. 13.77Lacs
Sub Engineer Assistant Engineer Executive Engineer
C.G. STATE AGRICULURE MARKETING BOARD DIVISION BILASPUR
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