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Tender Value
Refer Docs
EMD Value
₹73,000
Closing Date
6 Jul 2026, 5:00 pm
- Shiribhaskar Papula(DFLT)
MUNICIPAL COUNCIL, RATANPUR
Construction of Culturi Kalar Samaj Samudayik Bhavan Work
193441
NIT No. 677 Ratanpur 15-06-2026
RESTRICTED TENDER
SERVICES
3 days
MUNICIPAL COUNCIL, RATANPUR
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
5 documents required · 5 mandatory
Urban Administration and Development Department (UADD)
SERVICES
- Shiribhaskar Papula(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B C D
MUNICIPAL COUNCIL, RATANPUR
TENDER SECTION
CHIEF MUNICIPAL OFFICER,MUNICIPAL COUNCIL, RATANPUR
120
03
No
1
193441
6 Jul, 2026 5:00:00 PM IST
9 Jul, 2026 11:00:00 AM IST
15 Jun, 2026 5:30:00 PM IST
NIT No. 677 Ratanpur 15-06-2026
Construction of Culturi Kalar Samaj Samudayik Bhavan Work
73000.00 INR
Fixed Deposit Receipt (OFFLINE)
1
8 Jul, 2026 5:00:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
20d 23h 23m
5 documents required · 0 mandatory · 5 optional
₹0
₹73,000
15 Jun 2026
15 Jun 2026
9 Jul 2026
15 Jun 2026
6 Jul 2026
15 Jun 2026
8 Jul 2026
DETAILED ESTIMATE FOR PROPOSED MANGAL BHAWAN AT NAGAR PANCHAYAT RATANPUR DIST. BILASPUR (C.G.)
GENERAL ABSTRACT
S.NO WORK AMOUNT (In Rs.)
1 CIVIL WORK 8354238.08
2 ELECTRIFICATION 7,17,000.00
TOTAL (A) 9071238.08
3 SEPTIC TANK 71,648.20
4 RAINWATER HARVESTING 15,000.00
5 PAVER WORK 5,75,322.50
DETAILED ESTIMATE FOR PROPOSED MANGAL BHAWAN AT NAGAR PANCHAYAT RATANPUR DIST. BILASPUR (C.G.)
BASED ON P.W.D. BUILDING SOR 01.01.2015
BY:- AR CONSULTANCY
S.N O. ITEM NO. PARTICULAR NOS. L B H/D QTY. UNIT RATES AMOUNT
1 1.1 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.
1.1.1 In all types of soils. C1 50 1.80 1.80 1.80 291.60
BRICK SOILING 1 387.50 0.30 0.30 34.88
2 1.17 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 EXCAVATION 409.42
3 1.18 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. -
BRICK SOILING 1 387.50 0.30 0.10 11.63
For Floor PCC 1 Area 704.00 0.60 422.40
4 3.1 Providing and laying nominal mix plain cement concret e with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
BRICK SOILING 1 387.50 0.20 0.10 7.75
For Floor PCC 1 Area 704.00 0.15 105.60
5 3.2 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.
3.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
Column up to plinth beam
Column Ground Level To Plinth Level
Column Plinth Level to Slab Level
Column First Floor to Second Floor
6 3.12 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:
3.12.2 Thermo-Mechanically treated bars FE 500D
7 2.1 Providing and fixing Form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.
2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape
2.1.8 Beams, lintels, cantilevers & walls
LINTEL BEAM F.F. 1X2 140.71 0.20 56.28
STAIR ROOM LINTEL BEAM X-X 4X2 4.90 0.20 7.84
SLAB BEAM F.F. Y-Y 1X2 80.70 0.40 64.56
SLAB BEAM F.F. Y-Y 1X2 30.50 0.30 18.30
8 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)
LANDING 2X2 1.20 0.85 4.08
SIDE PACKING 20 0.35 0.28 1.96
9 7.5 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:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)
UP TO PLINTH LEVEL
BRICK WORK XX DIRCTION 1 188.30 0.20 0.90 33.89
BRICK WORK YY DIRCTION 1 172.20 0.20 0.90 31.00
DEDUCTION D 1 1.50 0.20 2.10 0.63
TOTAL 17.48 CUM
10 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:
PLINTH LEVEL TO SLAB LEVEL
BRICK WORK XX DIRCTION 1 188.30 0.20 3.80 143.11 CUM
BRICK WORK YY DIRCTION 1 172.20 0.20 3.80 130.87 CUM
PARAPET WALL 1 111.20 0.20 0.90 20.02 CUM
11 7.11 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level 1.00
7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand)
XX DIRCTION 1 20.00 3.80 76.00 SQM
YY DIRCTION 1 20.00 3.80 76.00 SQM
12 11.2 Providing and making 12mm thick Cement Plaster of mix:
11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)
BRICK WORK XX DIRCTION (Both Side) 2 188.30 0.90 338.94 SQM
BRICK WORK YY DIRCTION (Both Side) 2 172.20 0.90 309.96 SQM
PLINTH LEVEL TO SLAB LEVEL
BRICK WORK XX DIRCTION 2 188.30 3.80 1431.08 SQM
BRICK WORK YY DIRCTION 2 172.20 3.80 1308.72 SQM
PARAPET WALL 2 111.20 0.90 200.16 SQM
13 11.3 Providing and making 15mm thick Cement Plaste r on the rough side of single or half brick wall of mix:
11.3.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)
x-x direction 1 52.50 6.30 330.75
y-y direction 1 57.40 6.30 361.62
13 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm)
ADD 10 % SKRTING 50.10
14 12.50 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (Average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado up to length of 1.0 M.)
LANDING 1X2 1.20 1.20 2.88
VERANDAH TREAD 5X2 17.10 0.25 42.75
VERANDAH RISER 4X2 17.10 0.15 20.52
15 12.13 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.
ADD 10 % SKRTING 15.96
16 12.10 Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved 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.
17 12.7 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) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.
18 9.19 Providing and fixing in position door shutter made of square/ rectangular hollow steel tube of approved size joint mitred, welded frame with two Nos. intermediate rails, 200mm wide lock rail made of 1.6mm thick M.S. sheet welded to intermediate rail, M.S. grill of approved pattern made of M.S. flat or square or round bars welded to frames and provided M.S. butt hinges, all necessary fitting and finished by filling putty including applying a priming coat of red oxide zinc chromate primer all complete. (To be used in safety door shutters in buildings)
WINDOW W 16 1.50 1.20 28.80 SQM
20 KG PER SQM 37.65 SQM
19 14.13 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.
14.12 SAME AS PLASTER 2688.00 SQM 86.00 231168.00
20 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.
21 14.11 TOTAL PUTTY AREA Wall painting with acrylic luxury emulsion (plastic) paint of required shade to give an even shade. 2688.00 SQM 29.00 77952.00
14.11.1 On new work (two or more coats)
AS PER 12MM & 6MM PLASTER 2299.00 SQM 74.00 170126.00
22 14.17 Painting exterior surface with TEXTURED exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
14.17.1 On new work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm
AS PER 15MM PLASTER (OUTER WALL ) 389.00 SQM 110.00 42790.00
23 14.22 Painting on new work (two or more coats) to give an even shade with:
14.22. 1 Satin synthetic enamel paint
AS PER GRILL SQM AREA 75.30 SQM 133.00 10014.90
24 8.12 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.
8.12.1 40 mm. thick (single leaf)
25 8.6 Providing and fixing 40mm thick paneled or glazed or paneled and glazed shutter frames for doors excluding hinges and paneling. (Area of shutter to be measured without deducting paneling area)
8.6.1 Teak wood
SAM E ITEM NO.8.12
26 9.47 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:
9.47.2 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).
27 9.51 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):
9.51.2 With float glass panes of 5 mm thickness
28 8.149 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.
8.149. 1 24 mm thick door shutters with styles and rails of size 59x24mm
29 8.73 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 8.65 Providing and fixing bright finished brass door handles with brass polished MS screws complete:
31 8.69 Providing and fixing bright finished brass rim latch and lock 100mm and pair of knob with brass polished MS screws etc. Complete
32 8.79 Providing and fixing antique/ SS finished brass sliding door bolt with necessary bolts, nuts and antique/ SS polished MS screw complete:
33 8.81 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:
34 18.1 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 :
18.1.1 White Long pattern W.C. pan of size 580 mm
35 18.13 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete:
18.13.1 Flat back half stall urinal of size 460x380x250mm
36 18.17 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 :
18.17. 1 White Size 550x450 mm 12 12 EACH 1430 17160
37 18.76 Providing and fixing on wall face UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
18.76. 1 75 mm dia pipe. 50 50 meter 182 9100
38 18.77 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.
39 18.77. 1 Tee/ Tee with door/ Bend 45°/ Bend 90°
41 18.77. 2 Double "Y" with or without door
42 18.77. 2 Double "Y" with or without door
43 18.77. 3 Vent covel
44 18.77. 4 Access door cap
45 18.77. 5 "P" trap 110mmx110mm long 12 12 each 227 2724
46 18.77. 6 Nahani trap 110x75mm 24 24 each 90.5 2172
47 18.78 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
48 19.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes on wall surface, 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 testing of joints complete as per direction of Engineer in Charge.
19.6.3 25 mm nominal outer dia .Pipes. 1 40 40 meter 165 6600
19.6.5 40 mm nominal outer dia .Pipes. 1 40 40 meter 300 12000
49 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes in concealed in wall, 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 including cutting chases and making good the walls etc complete as per direction of Engineer in Charge.
19.5.3 25 mm nominal outer dia .Pipes. 1 40 meter 213 8520
50 19.14 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:
19.14. 1 Bib cock (450gms) 12 each 382 4584
51 19.14. 6 Stop cock (concealed) (600gms) 12 each 494 5928
52 19.14. 7 Angle valve for basin mixer and geyser points (450gms) 12 each 382 4584
53 19.16 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
19.16. 1 25 mm nominal bore 2 each 436 872
54 19.16. 3 40 mm nominal bore 2 each 596 1192
55 19.14 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:
19.14. 10 Long nose bib cock (500 grams) 12.00 EACH 1787.00 21444.00
19.14. 13 Toilet paper holder 12.00 EACH 248.00 2976.00
19.14. 14 Soap dish plate 12.00 EACH 163.00 1956.00
19.14. 16 Towel rail (600mm long x 20mm dia) 12.00 EACH 338.00 4056.00
56 19.42 Providing and placing on terrace (at all levels) polyethylene water storage tank ISI 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. 4000 liter 7.3 29200
57 19.47 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
58 9.57 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete.
Railling 10 KG PER SQM 414 KG 525 217350
59 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.
9.3.2 Electric resistance or induction butt welded tubes Grade-300
S.N O. ITEM NO. PARTICULAR NOS. L B H/D QTY. UNIT RATES AMOUNT
60 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
TOTAL 8354238.08
DETAILED ESTIMATE FOR PROPOSED MANGAL BHAWAN AT NAGAR PANCHAYAT RATANPUR DIST.
BASED ON CG P.W.D E&M SOR 2020
S. No. Item No. Description of Item Nos. Unit Rate Amount
1 1.1 Wiring for light/ fan/ exhaust fan / call bell point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp piano type switch, phenolic laminated sheet, suitable size M.S. box etc as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5)
1.1.1 Short Point 70.00 Point 240.00 16800.00
1.1.2 Medium Point 30.00 Point 376.00 11280.00
1.1.3 Long Point 20.00 Point 469.00 9380.00
2 1.4 Wiring for light plug point with 3x2.5 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with piano type 6 amp switch and 3 pin 6 amps socket outlet with suitable size M.S. box, phenolic laminated sheet, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5)
Short Point 12.00 Point 353.00 4236.00
Medium Point 12.00 Point 590.00 7080.00
3 1.5 Wiring for power plug point with 3x4 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with piano type 16 amp switch and 6 pin 16 amps socket outlet with suitable size M.S. box, phenolic laminated sheet, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5)
1.5.2 Medium Point 12.00 POINT 849.00 10188.00
4 2.13 Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, wire in surface FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) etc as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5)
3 X 1.5 sq. mm in 20mm conduit 600.00 Metre 67.00 40200.00
3 X 2.5 sq. mm in 20mm conduit 300.00 Metre 87.00 26100.00
2.13.6 3 X 4 sq. mm in 25mm conduit 200.00 Metre 128.00 25600.00
2.13.7 3 X 6 sq. mm in 25mm conduit 200.00 Metre 166.00 33200.00
2.13.8 3 X 10 sq. mm in 25mm conduit 100.00 Metre 253.00 25300.00
5 4.3 Supplying and fixing of following sizes PVC switch box suitable for modular switches with modular base and cover plates on surface complete as per specification
6 5.1 Supplying and fixing following piano type switch, socket, other accessories on the existing switch box/ cover including connections etc. as per specification.
5.1.1 5/6 amps one way switch 92.00 Each 25.00 2300.00
5.1.2 5/6 amps two way switch 12.00 Each 30.00 360.00
5.1.5 3 pin 5/6 amp socket outlet 12.00 Each 42.00 504.00
5.1.7 Plug Top 3 pin 5/6 Amps (For light plug). 12.00 Each 38.00 456.00
5.1.8 Plug Top 3 pin 16 Amps (For power plug). 12.00 Each 51.00 612.00
5.1.12 Fan regulator Electronic, step type moving all round 12.00 Each 130.00 1560.00
7 6.2 Supplying, installation, testing and commissioning of premium quality Decorative ceiling fan having modern designer blades, good airthrow and with atleast two colour rendering effect along with unique smooth flowing canopies and down rod sleeve covering, wider blades at tips giving conical air throw including remote control for following sizes ceiling fan including wiring the down rods of standard length up to 30 cm with 1.5 sq. mm FRLS PVC insulated , copper conductor, single core wire, earthing etc. complete as per specification. P.F. should be greater than 0.9, with BEE Star rating from 3 star and above, IS: 374:2019 including all amendments
8 6.8 Supplying, installation, testing and commissioning of following sizes fancy exhaust fan having built in louvers in existing opening in wall including earthing etc. complete as per specification. P.F. should be greater than 0.9
9 6.11 Supplying and fixing following sizes of down rod of 15/20mm dia M.S. pipe of thickness 2 mm to ceiling fan including painting with matching colour etc. as per specification.
10 6.15 Supplying, installation, testing and commissioning of following LED fitting (luminaries) down lighters in round/ square shape complete with electronic driver heat sink capacitor and all other accessories on surface/ in false ceiling etc. as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt.
11 6.19 Supplying, installation, testing and commissioning of following LED tube light fitting including batten with Electronic Driver Heat sink Capacitor complete with all other accessories on surface/ in false ceiling, including connection, earthing etc complete as per specification and IP20, P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt.
12 12.2 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) 2.00 Set 3734.00 7468.00
13 9.5 Supplying and fixing on surface/ recess vertical type following way, 415 volts, TPN MCB distribution board of sheet steel phosphatized and powder painted, with 200 amps tinned copper busbar, common neutral link, earth bar, din bar, detachable gland/ knock out plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator) (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
G.F. PARKING AREA AND LAWN AREA
14 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.
14.1.1 63 mm outer dia and 50 mm Inner dia 200 metre 184 36800
15 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).
16 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 20mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3)
19.7.2 7 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 700mm long 20 each 10938 218760
17 Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification.
19.11.5 7 metre high 20 each 850 17000
18 Supplying and laying following sizes one number FRLS 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 per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).
19 Supplying and making end termination with brass compression gland and copper lugs for following size armoured copper conductor power cable of 1.1 KV grade as per specification. .
20 Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification.
19.9.4 Single Over Hang 2 metre Long 20 each 1448 28960
21 12.3 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) 2 set 6209 12418
22 12.12 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering, excavation and refilling the trench etc. as per specification. 10 metre 36 360
23 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.
9.10.1 6 amps to 32 amps 2 each 151 302
24 Supplying horizontal type following way, 415 volts, TPN MCB distribution board of sheet steel phosphatized and powder painted, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate (But without MCB)
32.42.1 4 way Single door 2 each 1057 2114
25 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.
TOTAL 717671.00
SAY TOTAL 717000.00
CMO S/E ARCHITECT
DETAILED ESTIMATE FOR PROPOSED MANGAL BHAWAN AT NAGAR PANCHAYAT RATANPUR DIST. BILASPUR (C.G.) SEPTIC TANK
Size : 4.0M X 2.0 M X3.20M
S.No. SOR 2015 Description Nos. L B/W H/D Unit Qty Rate Amount
1 1.2 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). 1.00 4.00 2.00 Sqm 8.00 7.2 57.6
2 1.1 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.
1.1.1 In all types of soils
Septic tank 1 4.00 2.00 2.00 Cum. 16.00
TOTAL Cum. 16.00 185 2960
3 1.18 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.
periferi of walls 2 4.00 0.20 0.15 Cum. 0.24
Total filling with Boulder & moorum = TOTAL Cum. 0.36 371 133.56
5 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
a In Foundation
septic tank 1 4.00 2.00 0.15 Cum. 1.20
3.2.1 Providing and laying mechanically mixed reinforced cement concrete excluding centring, shuttering and in superstructure upto a height of 4.0 m above plinth level
Septic tank base slab 1 4.00 2.00 0.12 Cum. 0.96
Septic tank top slab 1 4.00 2.00 0.12 Cum. 0.96
7 Reinforcement
3.12 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 all complete:
Provided @ 100 kg/ CuM of R.C.C.
a. In Plinth and in Founadation Kg. 192.00 54.50 10464
8 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ
S.No. SOR 2015 Description Nos. L B/W H/D Unit Qty Rate Amount
Septic tank slab 1 4.00 2.00 Sqm. 8.00
9 200 mm thk brk. Work
7.5.4 Brick work with well burnt open bhatta crushing strength not less than 20 kg./sqcm. and water absorption not more than 25% in foundation and plinth.
Septic Tank Wall 2 4.00 0.20 3.20 Cum. 5.12
baffle wall 1 2.00 0.20 3.20 Cum. 1.28
Brick work= Cum. 8.96 3263 29236.48
10 11.2 12 mm thk plaster on brick work
11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)
200 mm thk brk. Work
inner wall of septic tank 2 4.00 3.20 sqm 25.60
baffle wall 2 2.00 3.20 sqm 12.80
20.15 Providing and fixing in position precast R.C.C. manhole cover and frame L D- 2.5 of required shape and approved quality
20.15.2 Square shape 450mm internal dimensions 2 nos 2.00 880.00 1760
12 19.48 Constructing masonry Chamber 60x60x75 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 100mm. top diameter, 160 mm 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
CMO S/E ARCHITECT
DETAILED ESTIMATE FOR PROPOSED MANGAL BHAWAN AT NAGAR PANCHAYAT RATANPUR DIST. BILASPUR (C.G.)
CONSTRUCTION OF PATHWAYS
AS PER BUILDING S.O.R. 1.1.2015
SN REF NO. ITEM DESCRIPTION NOS. L W H/D QTY UNIT RATE AMOUNT
1 1.19 Providing filling and compacting local earth (from approved source pit) in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
Below precast interlock concrete blocks
3m wide pathway 1 50.00 3.00 0.600 90.00
2 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.
3.1.2 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
Below precast interlock concrete blocks
3m wide pathway 1 50.00 3.00 0.075 11.25
3 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm
12.65.2 Coloured pigment precast interlock concrete blocks
4m wide pathway 1 100.00 4.00 400.00
3m wide pathway 1 50.00 3.00 150.00
4 12.66 Providing and fixing precast compressed plain cement concrete edge restraint of size 500mm x 250mm x 60mm of compressive strength of 200kg. per sq.cm manufactured by electro hydraulically operated block machine by excavated trench of 150mm depth etc. complete
4m wide pathway 1 100.00 100.00
3m wide pathway 1 50.00 50.00
TOTAL 575322.50
C.M.O. S/E. ARCHITECT
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