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Tender Value
₹1.1 Cr
EMD Value
₹80,000
Closing Date
12 Oct 2026, 5:00 pm
MR BUYER ADMIN(DFLT)
CGSMB
CONSTRUCTION OF 2NO GENERAL TOILET, BOREWELL AND WATER SUPPLY WORK AT MAIN MANDI YARD KOTA AND CONSTRUCTION OF SAMUDAYIK BHAWAN IN VILLAGE DHANRAS, SARGODA, LUFA AND IN VILLAGE PIPARPARA IN GRAM PANCHAYAT BAHETARAGUDA IN MANDI SAMITI AREA KOTA DISTT-BILASPUR
199924
Sr.no/B6/mandi kota/25/26-27/3464/raipur/16.09.2026
RESTRICTED TENDER
WORKS
PERCENTAGE
12 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
CGSMB
TENDER SECTION
RAIPUR
120
12
No
0
199924
12 Oct, 2026 5:00:00 PM IST
21 Oct, 2026 11:00:00 AM IST
22 Sep, 2026 7:00:00 PM IST
Sr.no/B6/mandi kota/25/26-27/3464/raipur/16.09.2026
CONSTRUCTION OF 2NO GENERAL TOILET, BOREWELL AND WATER SUPPLY WORK AT MAIN MANDI YARD KOTA AND CONSTRUCTION OF SAMUDAYIK BHAWAN IN VILLAGE DHANRAS, SARGODA, LUFA AND IN VILLAGE PIPARPARA IN GRAM PANCHAYAT BAHETARAGUDA IN MANDI SAMITI AREA KOTA DISTT-BILASPUR
80000.00 INR
RTGS/CHALLAN (ONLINE) Internet Banking (ONLINE)
10579000.00
2
19 Oct, 2026 5:00:00 PM IST
10579000
AS PER NIT/NIT CONDI
AS PER NIT/NIT CONDI
AS DETAILED IN NIT CONDITION
5000.00 INR
20d 1h 57m
21 documents required · 19 mandatory · 2 optional
₹5,000
₹80,000
22 Sept 2026
22 Sept 2026
21 Oct 2026
22 Sept 2026
19 Oct 2026
OFFICE OF THE JOINT DIRECTOR C.G. AGRICULURE MARKETING BOARD, DIVISION - BILASPUR
DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF GENERAL TOILET-A( FOR PADDY PURCHASING CENTRE)) AT MAIN MANDI YARD-KOTA, K.U.M.S.-KOTA, DISTT- BILASPUR (C.G.)
SCHEDULE OF RATES FOLLOWS :
S.O.R. : C.G. P.W.D. Building Work S.O.R with effect from 01.01.2015
S.O.R. : C.G. P.W.D. Electrification Work effect from0 1.07.2015
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 12 1.20 1.20 1.50 25.92 Cum
Septic Tank 1 3.30 2.40 1.50 11.88 Cum
Below G.B. Sw 4 0.60 0.30 0.20 0.14 Cum
Front Steps 1 3.20 0.90 0.20 0.57 Cum
Total 42.65 Cum 185.00 /Cum 7890.00
[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 12 1.20 1.20 0.15 2.59 Cum
Septic Tank 1 3.30 2.40 0.15 1.18 Cum
Below G.B. S/w 4 0.60 0.30 0.10 0.07 Cum
Front Steps 1 3.20 0.90 0.10 0.28 Cum
Urinal Area 2 3.20 2.60 0.10 1.66 Cum
Passage 2 1.50 2.60 0.10 0.78 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 12 1.05 1.05 0.20 2.65 Cum
Column upto G.B.L. 12 0.20 0.20 0.85 0.41 Cum
Column upto P.L. 12 0.20 0.20 0.55 0.26 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. 12 0.20 0.20 2.10 1.01 Cum
Front Chhajja 1 3.60 1.40 0.10 0.51 Cum
Column above L.B. 12 0.20 0.20 0.55 0.26 Cum
Column above Slab 12 0.20 0.20 0.85 0.41 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 1x27.52M³x100.00Kg/M³ 2752.00 Kg 54.50 /Kg 149984.00
[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 12x4 1.05 - 0.20 10.08 Sqm
Ground Beam Sqm
Inner Surface 2x2 (1.50+1.40) 0.30 3.48 Sqm
Outer Surface 1 12.80 - 0.30 3.84 Sqm
Total 51.84 Sqm 139.00 /Sqm 7206.00
(b) Columns, Pillars, Piers and likes- rectangular or square in shape
As per S.O.R. Item No. 2.1.5, Page No. 16
Column upto G.B.L. 12x4 0.20 - 0.85 8.16 Sqm
Column above G.B. 12x4 0.20 - 0.55 5.28 Sqm
Column above P.L. 12x4 0.20 - 2.10 20.16 Sqm
Column above L.B. 12x4 0.20 - 0.55 5.28 Sqm
Column above Slab 12x4 0.20 - 0.85 8.16 Sqm
Total 47.04 Sqm 297.00 /Sqm 13971.00
(c) Beams, lintels, cantilevers & walls
As per S.O.R. Item No. 2.1.8, Page No. 16
Inner Surface 2x1 (4.90+6.00) 0.20 4.36 Sqm
Outer Surface 1 12.80 - 0.20 2.40 Sqm
Inner Surface 2x2 (1.50+1.40) 0.20 2.32 Sqm
Outer Surface 1 12.80 - 0.20 2.56 Sqm
Total 48.60 Sqm 202.00 /Sqm 9817.00
(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
Urinal & wash area 2 3.20 2.60 - 16.64 Sqm
Passage 2 1.50 2.80 - 8.40 Sqm
Chhajja 1 3.20 0.60 - 1.92 Sqm
Slab Projection 1 37.20 0.20 - 7.44 Sqm
Septic Tank Slab 1 2.40 1.50 - 3.60 Sqm
Total 72.80 Sqm 235.00 /Sqm 17108.00
[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
Total Qty. of Excavation 1 - - - 42.65 Cum
Deduction of Qty. P.C.C. 1 - - - -6.19 Cum
Deduction of Qty. R.C.C. 1 - - - -5.75 Cum
Deduction of Qty. Brick work 1 - - - -1.43 Cum
Total 29.28 Cum 65.00 /Cum 1903.00
[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 3.20 0.90 0.55 1.58 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
Urinal Partion 4 0.60 0.10 1.20 0.28 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
Parapet wall top
Total 1.12 Cum 4237.00 /Cum 4745.00
[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
Urinal Area 2 3.20 2.60 0.80 13.31 Cum
Passage 2 1.50 2.60 0.80 6.24 Cum
Total 38.27 Cum 371.00 /Cum 14198.00
[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
Urinal & wash area 2 3.20 2.60 - 16.64 Sqm
Passage 2 1.50 2.80 - 8.40 Sqm
Chhajja 1 3.20 0.60 - 1.92 Sqm
Slab Projection 1 37.20 0.20 - 7.44 Sqm
Total 68.18 Sqm 87.00 /Sqm 5932.00
[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
Outer Surface 2 5.80 - 4.85 56.26 Sqm
Septic Tank 1x2 (2.40+1.50) 1.80 14.04 Sqm
Total 157.42 Sqm 96.50 /Sqm 15191.00
[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
Entry, Urinal, Wash, Passage 2x2 (4.90+6.00) 1.55 67.58 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] 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).
[17] Providing and making 18mm thick cement plaster in two coats with under layer of 12mm thick plaster 1:5 (1 cement : 5 fine sand) and top layer of 6mm thick with cement plaster 1:3 (1 cement : 3 fine sand) finished rough with sponge.
As per S.O.R. Item No. 11.8, Page No. 104
[18] 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
Chhajja 1 3.60 1.40 - 5.04 Sqm
Total 81.24 Sqm 34.00 /Sqm 2762.00
[19] 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. 81
[20] 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 6 2.70 2.20 Kg/m. 35.64 Kg
Flats 40x6 mm 6x6 0.90 1.88 Kg/m. 60.92 Kg
Frame Angle 30x30x5 mm 8 2.10 2.20 Kg/m. 36.96 Kg
Flats 40x6 mm 8x6 0.60 1.88 Kg/m. 54.14 Kg
[21] 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
Entry, Urinal, Wash, Passage 2x2 (4.90+6.00) 2.10 91.56 Sqm
[22] 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 Area 2 3.20 2.60 - 16.64 Sqm
Passage 2 1.50 2.80 - 8.40 Sqm
Front Steps 3 3.20 0.30 - 2.88 Sqm
Total 54.40 Sqm 692.00 /Sqm 37645.00
[23] 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
[24] Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete. 150x2.5mm (heavy)
As per S.O.R. Item No.8.132.1., Page No.70
[25] Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.250mm
As per S.O.R. Item No.8.137.2, Page No. 71
[26] Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete. 250mm
As per S.O.R. Item No.8.138.2, Page No. 71
[27] Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.150 mm
As per S.O.R. Item No.8.140.1, Page No. 72
[28] Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 200 x10mm
As per S.O.R. Item No.8.139.2, Page No. 71
[29] 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
[30] 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
[31] 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
[32] 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
[33] 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
[34] 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
[35] 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
Ceiling Plaster Area From Item No. 12 68.18 Sqm
Inner Surface Plaster Area From Item No. 14 116.69 Sqm
Outer Surface 2 5.80 - 4.85 56.26 Sqm
Total 328.25 Sqm 23.00 /Sqm 7550.00
[36] 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 20.51 Sqm. 55.00 /Sqm 1128.00
[37] 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
Ceiling Plaster Area From Item No. 12 68.18 Sqm
Inner Surface Plaster Area From Item No. 14 116.69 Sqm
Total 184.87 Sqm. 44.50 /Sqm 8227.00
[38] 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 2 5.80 - 4.85 56.26 Sqm
[39] Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
As per S.O.R. Item No.18.76.1, Page No.170
As per S.O.R. Item No.18.76.2, Page No.170
[40] Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
Tee/ Tee with door/ Bend 45°/ Bend 90°
As per S.O.R. Item No.18.77.1, Page No.170
As per S.O.R. Item No.18.77.3.2,Page No170
Vent covel 110 mm 1 - - - 1.00 No. 44.00 Each 44.00
As per S.O.R. Item No.18.77.6, Page No.171
Nahani trap 110x75mm 14 - - - 14.00 No. 90.50 Each 1267.00
[41] 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 :
As per S.O.R. Item No.19.47, Page No.184
[42] Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type
As per S.O.R. Item No.18.4.1, Page No.161
[43] Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :White Long pattern W.C. pan of size 580 mm
As per S.O.R. Item No.18.18.1, Page No.160
[44] Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back type urinal of size 460x380x250mm
As per S.O.R. Item No.18.13.2, Page No.162
[45] Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe.
As per S.O.R. Item No.18.16, Page No.162
[46] Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : White Surgeon type size 660x460 mm
As per S.O.R. Item No.18.17.6, Page No.162
[47] Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc.,
As per S.O.R. Item No.19.5.1, Page No.176
15 mm nominal outer dia .Pipes. 1 10.00 - - 10.00 M 133.00 /M 1330.00
As per S.O.R. Item No.19.5.3, Page No.176
25 mm nominal outer dia .Pipes. 1 50.00 - - 50.00 M 213.00 /M 10650.00
As per S.O.R. Item No.19.5.4, Page No.176
32 mm nominal outer dia .Pipes. 1 120.00 - - 120.00 M 284.00 /M 34080.00
[48] Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
As per S.O.R. Item No.19.14.2,Page No.179
Long nose bib cock (500 grams) 8 - - - 8.00 No. 455.00 Each 3640.00
As per S.O.R. Item No.19.14.4,Page No.179
Piller Cock (400 grams) 4 - - - 4.00 No. 398.00 Each 1592.00
As per S.O.R. Item No.19.14.10,Page No.179
Wall mixer with elegant knob (1400 grams) 4 - - - 4.00 No. 1787.00 Each 7148.00
As per S.O.R. Item No.19.14.15,Page No.179
Shower rose (revolving type) (150mm) 4 - - - 4.00 No. 269.00 Each 1076.00
As per S.O.R. Item No.19.14.7,Page No.179
Angle valve for basin mixer and geyser points (450 grams) 14 - - - 14.00 No. 382.00 Each 5348.00
[49] Providing and fixing stainless steel drain jali of approved make/quality.
As per S.O.R. Item No.19.15, Page No.179
[50] Providing and fixing gun metal non- return valve (vertical type) of approved quality (screwed end) :
As per S.O.R. Item No.19.19.2, Page No.180
32 mm nominal bore 1 - - - 1.00 No. 608.00 Each 608.00
[51] 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
As per S.O.R. Item No.19.42, Page No.184
Plinth Protection and Approch Road (Lump-sum) 49165.00
Total Rs 1117646.87
Add 6% for Electrification Charge Rs 67058.81
Total Rs 1184705.68
SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER
C.G.STATE AGRICULTURAL MARKETING BOARD BILASPUR(C.G)
OFFICE OF THE JOINT DIRECTOR C.G. AGRICULURE MARKETING BOARD, DIVISION - BILASPUR
DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF GENERAL TOILET-B( FOR GODOWN WORKER)) AT MAIN MANDI YARD-KOTA, K.U.M.S.-KOTA, DISTT- BILASPUR (C.G.)
SCHEDULE OF RATES FOLLOWS :
S.O.R. : C.G. P.W.D. Building Work S.O.R with effect from 01.01.2015
S.O.R. : C.G. P.W.D. Electrification Work effect from0 1.07.2015
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 12 1.20 1.20 1.50 25.92 Cum
Septic Tank 1 3.30 2.40 1.50 11.88 Cum
Below G.B. Sw 4 0.60 0.30 0.20 0.14 Cum
Front Steps 1 3.20 0.90 0.20 0.57 Cum
Total 42.65 Cum 185.00 /Cum 7890.00
[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 12 1.20 1.20 0.15 2.59 Cum
Septic Tank 1 3.30 2.40 0.15 1.18 Cum
Below G.B. S/w 4 0.60 0.30 0.10 0.07 Cum
Front Steps 1 3.20 0.90 0.10 0.28 Cum
Urinal Area 2 3.20 2.60 0.10 1.66 Cum
Passage 2 1.50 2.60 0.10 0.78 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 12 1.05 1.05 0.20 2.65 Cum
Column upto G.B.L. 12 0.20 0.20 0.85 0.41 Cum
Column upto P.L. 12 0.20 0.20 0.55 0.26 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. 12 0.20 0.20 2.10 1.01 Cum
Front Chhajja 1 3.60 1.40 0.10 0.51 Cum
Column above L.B. 12 0.20 0.20 0.55 0.26 Cum
Column above Slab 12 0.20 0.20 0.85 0.41 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 1x27.52M³x100.00Kg/M³ 2752.00 Kg 54.50 /Kg 149984.00
[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 12x4 1.05 - 0.20 10.08 Sqm
Ground Beam Sqm
Inner Surface 2x2 (1.50+1.40) 0.30 3.48 Sqm
Outer Surface 1 12.80 - 0.30 3.84 Sqm
Total 51.84 Sqm 139.00 /Sqm 7206.00
(b) Columns, Pillars, Piers and likes- rectangular or square in shape
As per S.O.R. Item No. 2.1.5, Page No. 16
Column upto G.B.L. 12x4 0.20 - 0.85 8.16 Sqm
Column above G.B. 12x4 0.20 - 0.55 5.28 Sqm
Column above P.L. 12x4 0.20 - 2.10 20.16 Sqm
Column above L.B. 12x4 0.20 - 0.55 5.28 Sqm
Column above Slab 12x4 0.20 - 0.85 8.16 Sqm
Total 47.04 Sqm 297.00 /Sqm 13971.00
(c) Beams, lintels, cantilevers & walls
As per S.O.R. Item No. 2.1.8, Page No. 16
Inner Surface 2x1 (4.90+6.00) 0.20 4.36 Sqm
Outer Surface 1 12.80 - 0.20 2.40 Sqm
Inner Surface 2x2 (1.50+1.40) 0.20 2.32 Sqm
Outer Surface 1 12.80 - 0.20 2.56 Sqm
Total 48.60 Sqm 202.00 /Sqm 9817.00
(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
Urinal & wash area 2 3.20 2.60 - 16.64 Sqm
Passage 2 1.50 2.80 - 8.40 Sqm
Chhajja 1 3.20 0.60 - 1.92 Sqm
Slab Projection 1 37.20 0.20 - 7.44 Sqm
Septic Tank Slab 1 2.40 1.50 - 3.60 Sqm
Total 72.80 Sqm 235.00 /Sqm 17108.00
[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
Total Qty. of Excavation 1 - - - 42.65 Cum
Deduction of Qty. P.C.C. 1 - - - -6.19 Cum
Deduction of Qty. R.C.C. 1 - - - -5.75 Cum
Deduction of Qty. Brick work 1 - - - -1.43 Cum
Total 29.28 Cum 65.00 /Cum 1903.00
[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 3.20 0.90 0.55 1.58 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
Urinal Partion 4 0.60 0.10 1.20 0.28 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
Parapet wall top
Total 1.12 Cum 4237.00 /Cum 4745.00
[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
Urinal Area 2 3.20 2.60 0.80 13.31 Cum
Passage 2 1.50 2.60 0.80 6.24 Cum
Total 38.27 Cum 371.00 /Cum 14198.00
[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
Urinal & wash area 2 3.20 2.60 - 16.64 Sqm
Passage 2 1.50 2.80 - 8.40 Sqm
Chhajja 1 3.20 0.60 - 1.92 Sqm
Slab Projection 1 37.20 0.20 - 7.44 Sqm
Total 68.18 Sqm 87.00 /Sqm 5932.00
[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
Outer Surface 2 5.80 - 4.85 56.26 Sqm
Septic Tank 1x2 (2.40+1.50) 1.80 14.04 Sqm
Total 157.42 Sqm 96.50 /Sqm 15191.00
[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
Entry, Urinal, Wash, Passage 2x2 (4.90+6.00) 1.55 67.58 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] 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).
[17] Providing and making 18mm thick cement plaster in two coats with under layer of 12mm thick plaster 1:5 (1 cement : 5 fine sand) and top layer of 6mm thick with cement plaster 1:3 (1 cement : 3 fine sand) finished rough with sponge.
As per S.O.R. Item No. 11.8, Page No. 104
[18] 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
Chhajja 1 3.60 1.40 - 5.04 Sqm
Total 81.24 Sqm 34.00 /Sqm 2762.00
[19] 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. 81
[20] 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 6 2.70 2.20 Kg/m. 35.64 Kg
Flats 40x6 mm 6x6 0.90 1.88 Kg/m. 60.92 Kg
Frame Angle 30x30x5 mm 8 2.10 2.20 Kg/m. 36.96 Kg
Flats 40x6 mm 8x6 0.60 1.88 Kg/m. 54.14 Kg
[21] 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
Entry, Urinal, Wash, Passage 2x2 (4.90+6.00) 2.10 91.56 Sqm
[22] 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 Area 2 3.20 2.60 - 16.64 Sqm
Passage 2 1.50 2.80 - 8.40 Sqm
Front Steps 3 3.20 0.30 - 2.88 Sqm
Total 54.40 Sqm 692.00 /Sqm 37645.00
[23] 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
[24] Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete. 150x2.5mm (heavy)
As per S.O.R. Item No.8.132.1., Page No.70
[25] Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete.250mm
As per S.O.R. Item No.8.137.2, Page No. 71
[26] Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete. 250mm
As per S.O.R. Item No.8.138.2, Page No. 71
[27] Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete.150 mm
As per S.O.R. Item No.8.140.1, Page No. 72
[28] Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 200 x10mm
As per S.O.R. Item No.8.139.2, Page No. 71
[29] 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
[30] 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
[31] 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
[32] 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
[33] 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
[34] 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
[35] 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
Ceiling Plaster Area From Item No. 12 68.18 Sqm
Inner Surface Plaster Area From Item No. 14 116.69 Sqm
Outer Surface 2 5.80 - 4.85 56.26 Sqm
Total 328.25 Sqm 23.00 /Sqm 7550.00
[36] 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 20.51 Sqm. 55.00 /Sqm 1128.00
[37] 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
Ceiling Plaster Area From Item No. 12 68.18 Sqm
Inner Surface Plaster Area From Item No. 14 116.69 Sqm
Total 184.87 Sqm. 44.50 /Sqm 8227.00
[38] 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 2 5.80 - 4.85 56.26 Sqm
[39] Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
As per S.O.R. Item No.18.76.1, Page No.170
As per S.O.R. Item No.18.76.2, Page No.170
[40] Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
Tee/ Tee with door/ Bend 45°/ Bend 90°
As per S.O.R. Item No.18.77.1, Page No.170
As per S.O.R. Item No.18.77.3.2,Page No170
Vent covel 110 mm 1 - - - 1.00 No. 44.00 Each 44.00
As per S.O.R. Item No.18.77.6, Page No.171
Nahani trap 110x75mm 14 - - - 14.00 No. 90.50 Each 1267.00
[41] 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 :
As per S.O.R. Item No.19.47, Page No.184
[42] Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type
As per S.O.R. Item No.18.4.1, Page No.161
[43] Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :White Long pattern W.C. pan of size 580 mm
As per S.O.R. Item No.18.18.1, Page No.160
[44] Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back type urinal of size 460x380x250mm
As per S.O.R. Item No.18.13.2, Page No.162
[45] Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe.
As per S.O.R. Item No.18.16, Page No.162
[46] Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : White Surgeon type size 660x460 mm
As per S.O.R. Item No.18.17.6, Page No.162
[47] Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc.,
As per S.O.R. Item No.19.5.1, Page No.176
15 mm nominal outer dia .Pipes. 1 10.00 - - 10.00 M 133.00 /M 1330.00
As per S.O.R. Item No.19.5.3, Page No.176
25 mm nominal outer dia .Pipes. 1 50.00 - - 50.00 M 213.00 /M 10650.00
As per S.O.R. Item No.19.5.4, Page No.176
32 mm nominal outer dia .Pipes. 1 120.00 - - 120.00 M 284.00 /M 34080.00
[48] Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
As per S.O.R. Item No.19.14.2,Page No.179
Long nose bib cock (500 grams) 8 - - - 8.00 No. 455.00 Each 3640.00
As per S.O.R. Item No.19.14.4,Page No.179
Piller Cock (400 grams) 4 - - - 4.00 No. 398.00 Each 1592.00
As per S.O.R. Item No.19.14.10,Page No.179
Wall mixer with elegant knob (1400 grams) 4 - - - 4.00 No. 1787.00 Each 7148.00
As per S.O.R. Item No.19.14.15,Page No.179
Shower rose (revolving type) (150mm) 4 - - - 4.00 No. 269.00 Each 1076.00
As per S.O.R. Item No.19.14.7,Page No.179
Angle valve for basin mixer and geyser points (450 grams) 14 - - - 14.00 No. 382.00 Each 5348.00
[49] Providing and fixing stainless steel drain jali of approved make/quality.
As per S.O.R. Item No.19.15, Page No.179
[50] Providing and fixing gun metal non- return valve (vertical type) of approved quality (screwed end) :
As per S.O.R. Item No.19.19.2, Page No.180
32 mm nominal bore 1 - - - 1.00 No. 608.00 Each 608.00
[51] 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
As per S.O.R. Item No.19.42, Page No.184
Plinth Protection and Approch Road (Lump-sum) 49165.00
Total Rs 1117646.87
Add 6% for Electrification Charge Rs 67058.81
Total Rs 1184705.68
SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER
C.G.STATE AGRICULTURAL MARKETING BOARD BILASPUR(C.G)
OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURAL
MARKETING (MANDI) BOARD - BILASPUR (C.G.)
â â â â â â â â â â
DETAIL'S ESTIMATE FOR PROPOSED COMMUNITY CENTER
AT GRAM PANCHAYAT-……………., BLOCK-KOTA, 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 BILASPUR(C.G)
OFFICE OF THE C.G. STATE AGRICULTURAL MARKETING BOARD DIVISION OFFICE - BILASPUR (C.G.)
DETAIL'S ESTIMATE FOR PROPOSED PUMP AND DRINKING WATER HOUSE AT MAIN MANDI YARD-KOTA, K.U.M.S-KOTA 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. 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 4 1.50 1.50 1.50 13.50 Cum
Front Steps 1 2.40 1.50 0.20 0.72 Cum
Total 14.22 Cum 185.00 /Cum 2631.00
[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 4 1.50 1.50 0.15 1.35 Cum
Front Steps 1 2.40 1.50 0.10 0.36 Cum
Total 1.71 Cum 2970.00 /Cum 5079.00
[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 4 1.20 1.20 0.30 1.73 Cum
Column upto G.B.L. 4 0.20 0.30 0.95 0.23 Cum
Ground Beam 2 3.45 0.20 0.30 0.42 Cum
Column upto P.L. 4 0.20 0.30 0.30 0.07 Cum
Total 3.01 Cum 4163.00 /Cum 12531.00
[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. 4 0.20 0.30 2.40 0.57 Cum
Lintel Beam 2 3.45 0.20 0.20 0.27 Cum
Column upto slab 4 0.20 0.30 0.85 0.21 Cum
Slab Beam 2 3.45 0.20 0.20 0.27 Cum
Column above Slab 4 0.20 0.30 0.90 0.22 Cum
Total 3.47 Cum 4260.50 /Cum 14784.00
[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 1x1.5x6.48M³x78.5Kg/ M³ 763.02 Kg 54.50 /Kg 41585.00
[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 4x4 1.20 - 0.30 5.76 Sqm
Column upto G.B.L. 4x2 (0.20+0.30) 0.95 3.80 Sqm
Ground Beam Sqm
Inner Surface 1x2 (3.05+2.40) 0.30 3.27 Sqm
Outer Surface 1x2 (3.45+2.80) 0.30 3.75 Sqm
Column above G.B. 4x2 (0.20+0.30) 0.30 1.20 Sqm
Total 19.70 Sqm 139.00 /Sqm 2738.00
(b) Columns, Pillars, Piers and likes- rectangular or square in shape
As per S.O.R. Item No. 2.1.5, Page No. 16
Column above P.L. 4x2 (0.20+0.30) 2.40 9.60 Sqm
Column above L.B. 4x2 (0.20+0.30) 0.85 3.40 Sqm
Column above Slab 4x2 (0.20+0.30) 0.90 3.60 Sqm
Total 16.60 Sqm 297.00 /Sqm 4930.00
(c) Beams, lintels, cantilevers & walls
As per S.O.R. Item No. 2.1.8, Page No. 16
Inner Surface 1x2 (3.05+2.40) 0.20 2.18 Sqm
Outer Surface 1x2 (3.45+2.80) 0.20 2.50 Sqm
Inner Surface 1x2 (3.05+2.40) 0.20 2.18 Sqm
Outer Surface 1x2 (3.45+2.80) 0.20 2.50 Sqm
Total 9.78 Sqm 202.00 /Sqm 1975.00
(d) Weather shade, chhajja, Cornices and mouldings
Chhajja 1 3.45 0.60 - 2.07 Sqm
Total 2.53 Sqm 294.00 /Sqm 744.00
(e) 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
Total 10.85 Sqm 235.00 /Sqm 2550.00
[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
Front Steps 1 2.10 1.20 0.25 0.63 Cum
Total 2.02 Cum 3263.00 /Cum 6591.00
(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
Parapet wall 2 2.85 0.20 0.90 1.03 Cum
Deduction for opening
Total 7.72 Cum 3384.00 /Cum 26124.00
[09] 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 0.12 Cum 4237.00 /Cum 508.00
[10] 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 - - - 14.22 Cum
Deduction of Qty. P.C.C. 1 - - - -1.71 Cum
Deduction of Qty. R.C.C. 1 - - - -2.24 Cum
Deduction of Qty. B.M. 1 - - - -0.25 Cum
Under Floor 1 3.05 2.40 0.65 4.76 Cum
Total 14.78 Cum 371.00 /Cum 5483.00
[11] 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 1x1 3.05 2.40 - 7.32 Sqm
Chhajja 1x2 3.45 0.60 - 4.14 Sqm
Total 15.45 Sqm 87.00 /Sqm 1344.00
[12] 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
Pump & Drinking Water House 1x2 (3.05+2.40) 2.15 23.44 Sqm.
Total 18.40 Sqm. 96.50 /Sqm 1776.00
[13] 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 (3.45+2.80) 5.30 66.25 Sqm.
Parapet wall 1x2 (3.05+2.40) 0.90 9.81 Sqm.
[14] 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
[15] 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
[16] 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
Drinking water House 1x2 (3.05+2.40) 1.50 16.35 Sqm
Deduction CSS 1 2.10 - 1.50 -3.15 Sqm
Total 13.20 Sqm 587.00 /Sqm 7748.00
[17] 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
Front Steps 1 2.10 1.95 - 4.09 Sqm
Total 11.41 Sqm 692.00 /Sqm 7896.00
[18] 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.Granite stone grey/pink
Platform 1 3.05 0.70 - 2.14 Sqm
Total 4.45 Sqm 2466.00 /Sqm 10974.00
[19] 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
6 mm thick Plaster area 1 - - - 15.45 Sqm
12 mm thick Plaster area 1 - - - 18.40 Sqm
15 mm thick Plaster area 1 - - - 71.79 Sqm
Total 105.64 Sqm 23.00 /Sqm 2430.00
[20] 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
[21] 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
6 mm thick Plaster area 1 - - - 15.45 Sqm
12 mm thick Plaster area 1 - - - 18.40 Sqm
15 mm thick Plaster area 1 - - - 71.79 Sqm
Total 105.64 Sqm 74.50 /Sqm 7870.00
(B) Sanitary and Water Supply
[22] Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
As per S.O.R. Item No.18.76.1, Page No.170
As per S.O.R. Item No.18.76.2, Page No.170
[23] Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
Tee/ Tee with door/ Bend 45°/ Bend 90°
As per S.O.R. Item No.18.77.1, Page No.170
As per S.O.R. Item No.18.77.8,Page No170
Plain reducing Tee 110x75mm 5 - - - 5.00 No. 129.00 Each 645.00
As per S.O.R. Item No.18.77.6, Page No.171
Nahani trap 110x75mm 2 - - - 2.00 No. 90.50 Each 181.00
[24] Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc.,
As per S.O.R. Item No.19.5.1, Page No.176
15 mm nominal outer dia . Pipes. 1 4.00 - - 4.00 M. 133.00 /M. 532.00
As per S.O.R. Item No.19.5.3, Page No.176
25 mm nominal outer dia. Pipes. 1 10.00 - - 10.00 M. 213.00 /M. 2130.00
As per S.O.R. Item No.19.5.4, Page No.176
32 mm nominal outer dia. Pipes. 1 50.00 - - 50.00 M. 284.00 /M. 14200.00
[25] Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:
As per S.O.R. Item No.19.14.2,Page No.179
Long nose bib cock (500 grams) 5 - - - 5.00 No. 455.00 Each 2275.00
[26] Providing and fixing stainless steel drain jali of approved make/quality.
As per S.O.R. Item No.19.15, Page No.179
[27] Providing and fixing gun metal non- return valve (vertical type) of approved quality (screwed end) :
As per S.O.R. Item No.19.19.2, Page No.180
32 mm nominal bore 1 - - - 1.00 No. 608.00 Each 608.00
[28] 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
As per S.O.R. Item No.19.42, Page No.184
(C) Drilling of Bore well with Submersible Pump Instalation
[29] 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
[30] 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
[31] 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
[32] 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
[33] 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
[34] 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
[35] Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as required.
As per S.O.R. Item No. 26.3.1
5.0 HP, three phase 1 - - - 1.00 No. 26110.0 Each 26110.00
[36] Supply, installation, testing and commissioning of 5-7.5 HP 3 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as required.
a) Phase indicating lamps with fuses and toggle switches 1 set b) 5/7.5 HP 3 phase DOL starter with over load and no volt relay 1 No c) 32 A "C" curve TPMCB 1 No d) Voltmeter 0-500 V with selector switch 1 set e) Ammeter 0-10 A with CT's and selector switch 1 set
As per S.O.R. Item No. 26.10
[37] Supplying and laying following sizes one number PVC insulated/ XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as required.
[38] Supplying and fixing of following sizes 'B' class G I pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as required.
As per S.O.R. Item No. 26.4.5
[39] Supplying and fixing of following sizes GM gate valve ISI mark in the suction/ delivery line etc. as required.
As per S.O.R. Item No. 26.7.5
[40] Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long screws etc. complete:
32 mm nominal 2 - - - 2.00 No. 148.00 Each 296.00
As per S.O.R. Item No. 19.11.4 Page No. 178
[41] Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete:
32 mm dia. nominal bore 1 50.00 50.00 M 272.00 /M 13600.00
As per S.O.R. Item No. 19.9.4 Page No. 177
[42] Making connection of G.I. distribution branch in G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: (dia of main line to be measured)
32 mm nominal bore 2 2 M 224.00 /M 448.00
As per S.O.R. Item No. 19.10.2 Page No. 178
[43] Constructing masonry Chamber 90x90x100 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top 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 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
As per S.O.R. Item No. 19.49 Page No. 185
Total Rs 432967.00
Add 6% for Electrification Charge Rs 25978.02
Total Rs 458945.02
SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER
C.G.STATE AGRICULTURAL MARKETING BOARD BILASPUR(C.G)
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