NIT NO: 04/RMC/2026 RAIPUR DATED:11/09/2026

MUNICIPAL CORPORATION RAIPUR

Estimate of Proposed Landscaping

As per C.G PWD Building sor w.e.f- 10-06-2026

Sno Code Particulars No L B H/D Qty Unit

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).

Total 120.00 Sqm

2 1.4 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared

1.4 In all types of soil

Total 120.00 SqM

3 22.1 Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly leveling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).

Total 48.00 Cum

4 22.2 Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment).

Total 48.00 Cum

5 22.4 Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment).

25% of Good Earth Total 12.00 Cum

6 22.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.

Total 120.00 Sqm

7 22.7 Fine dressing the ground

Total 120.00 Sqm

8 22.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately).

Total 60.00 Cum

9 22.9 Mixing earth and sludge or manure in proportion specified or directed.

Total 60.00 Cum

10 22.1 Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately).

22.10.3 In rows 5 cm apart in either direction.

Total 240.00 Sqm

11 22.14 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :

22.14.2 Holes 60 cm dia, and 60 cm deep.

Total 110.00 Each

12 22.25 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand :

22.25.1 Hedges like Alife, Dorenta, Tikoma etc 1 60.00 - - 60.00 Each

22.25.2 Furn like Arica , china etc (3 year old) 1 50.00 - - 50.00 Each

22.25.3 Hibiscus (Flower)/ Rose 1 25.00 - - 25.00 Each

22.25.4 Carpet grass (well developed) 1 84.00 - - 84.00 Sqm

MUNICIPAL CORPORATION RAIPUR

STEEL GATE 6.00 M WIDE

As per C.G PWD Building sor w.e.f- 10-06-2026

SNO SOR PARTICULARS NO L B H/D QTY UNIT

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.

2 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. Building sor 2015item no. 1.18 below pcc

3 1.7 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 .PWD S.O.R.-P-09/I-1.17

Deduction -0.65

4 3.1 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.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Column upto GL 2 0.3 0.45 0.85 0.23 2.25

6 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.

Footing 2 6 0.45 21.6

Column upto GL 2 1.5 0.85 2.55

Total 29.55 sqm

2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

7 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:

3.12.1 Thermo-Mechanically treated bars FE 415

@ 75kg per cum of concrete 1 3.55 x 75 266.29 Kg

8 11.2 12mm thick cement plaster of mix:

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand)

9 As per Ammendment no 08, 05/05/20 25 item no.14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof finish minimum three coats applied @ 1.43 lit / 10Sqm up to final finish as per relevant I.S, Code 15489:2013 Type -2 Class D,C (Glossy /Semi Glossy finish ) (Product such as Asian Ace,Dulux Promise Exterior Berger Wall Masta ,Nerolac Suraksha Plus , Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work (With 2 Year Warranty)

10 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.

9.3.1 Electric resistance or induction butt welded tubes Grade-250

11 As per Ammendment no 08, 05/05/20 25 item no.14.74 Providing and applying priming coat on steel work with red Oxide/ zinc phosphate primer applied @ 0.50 lit /Sqm as per relevant code 3536:1999 ( product such as Asian Zinc phosphate , Dulux Steel primer, Burger Red oxide primer ) with all tools tackles and labour etc. complete for the work

Premium synthetic enamel paint

12 As per Ammendment no 08, 05/05/20 25 item no.14.76 Providing and applying Aluminium paint mimimum 2 coats in all metal surface applying @ 0.75 li/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite aluminium paint, Dulux Aliminium paint, Burger Superior Aluminium Paint) with all tools tackle and labour etc. complete for the work 28.8 sqm

MUNICIPAL CORPORATION RAIPUR

As per C.G PWD Building sor w.e.f- 10-06-2026

S.N P.N. PARTICULAR NO L B H/d QTY UNIT

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 soil 2 120 0.3 0.2 14.4

2 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. 1 120 2 0.1 24

3 3.1 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.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 2 120 0.3 0.1 7.2

4 3.1 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. (1:2:4)

3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3

graded stone aggregate 20mm

5 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.

6 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 Pigment Coloured (rubber mould) precast interlock concrete blocks 1 120 2 240 SQM.

MUNICIPAL CORPORATION RAIPUR

ESTIMATE OF WATER SUPPLY

As per C.G PWD Building sor w.e.f- 10-06-2026

Sno Code Particulars No L B H/D Qty Unit

1 19.9 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:

19.9.1 15 mm nominal bore 1 30 - - 30 Rm

19.9.3 25 mm dia. nominal bore 1 20 - - 20 Rm

19.9.6 50 mm dia. nominal bore 1 10 - - 10 Rm

2 19.10 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)

19.10.3 25 mm nominal bore 8 - - - 8 Each

19.10.4 50 mm nominal bore 5 - - - 5 Each

3 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality:

19.13.2 Bib cock (350 grams) 3 - - - 3 Each

4 19.17 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

19.17.1 15 mm nominal bore 8 - - - 8 Each

5 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):

19.16.1 25 mm nominal bore 8 - - - 8 Each

19.16.4 50 mm nominal bore 5 - - - 5 Each

6 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 :

(Pg-187, Code No-19.47) 2 - - - 2 Each

MUNICIPAL CORPORATION RAIPUR

HIGH MAST PEDESTAL

As per C.G PWD Building sor w.e.f- 10-06-2026

Sno Code Particulars No L B H/D Qty Unit

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.

Foundation 1 2 2 1.5 6

2 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

From item No -01 6

Below Foundation filling -1 2 2 0.1 -0.4

3 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all work 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).

Below Foundation filling 1 2 2 0.1 0.4

4 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Below Foundation filling 1 1.7 1.7 0.3 0.87

Padestal 1 1 1 1 1

5 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

A 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.

Below Foundation filling 1 6.8 0.3 2.04

Padestal 1 4 1 4

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:

3.12.1 Thermo-Mechanically treated bars FE 415

MUNICIPAL CORPORATION RAIPUR

PEDESTAL FOR STATUE

As per C.G PWD Building sor w.e.f- 10-06-2026

Sno Code Particulars No L B H/D Qty Unit

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.

Foundation 1 2.1 2.1 0.4 1.76

2 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.

on side From - 01 1.76

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

Below Foundation 1 2.1 2.1 0.1 0.44

Surrounding Filling 4 2 0.5 0.1 0.4

4 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all work 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).

Below Foundation 1 2.1 2.1 0.1 0.44

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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Below Foundation 1 1.9 1.9 0.4 1.44

6 2.1 Providing and fixing form work including

centring, shuttering, strutting, staging,

propping bracing etc. complete and

including its removal at all levels, for:

A 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.

Below Foundation 2 7.6 0.4 6.08

7 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:

3.12.1 Thermo-Mechanically treated bars FE 415

12.45 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above)

12.45.3 Granite stone lakha red/ shahi red

Total 11.05 SQM

MUNICIPAL CORPORATION RAIPUR

ESTIMATE OF S.S. RAILING

As per C.G PWD Building sor w.e.f- 10-06-2026

Sno Code Particulars No L B H/D Qty Unit

1 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..

9.57.2 SS Grade 304

For Area of Railling 1 30 - 0.6 18

(add 10% extra for Nut Bolt & Misc. Work) 1.8

For Qty @ 20.0 Kg per Sqm 1 19.8 x 20 396

MUNICIPAL CORPORATION RAIPUR

HIGH MAST LIGHT

As per C.G PWD Electrical sor w.e.f- 10-04-2026

SN CSR PURTICULARS UNIT QTY

1 19.18 Supplying erection testing and commissioning of hot dipped galvanised (single dip, minimum 86 micron) 12 metre High mast pole on existing RCC foundation with all accessories and equipments, main detailed as below to withstand max wind pressure as per IS 875 Part-3: a) HM shaft made of approx weight 340 kg, sheet thickness 3 & 4 mm, nominal dia 360mm on bottom and 150 mm on top, base plate 25mm thick 520mm dia, approved no of sections (not more than 2) having suitable sectional lengths with slip joints between sections without any circumpherencial welding. b) Double drum winch with Integral single phase power tool (electrical) for lowering & raising of lantern carriage on high mast with separate handle for manual operation of winch with a torque limiting device for safe locking of carriage. c) Raising/lowering type lantern carriage designed to carry specified nos of luminaries, control gear box, junction box. d) Top pulley assemble with weather proof cover. e) Necessary suitable length and size stainless steel wire ropes (minimum 6mm dia and 7/19 construction) for lowering & rising of lantern carriage. f) Suitable size and length multicore flexible copper power trailing cable (minimum 6 sqmm) g) Hinged service door in base section h) Base plate earthing terminal. i) Suitable arrangement for supply distribution with termination of suitable size underground cable in high mast. j) Lightning conductor finial made of 25mm dia 300 mm long G.I.tube having single prong. k) Anchor plate, tem-plates, GI foundation bolts min 6 Nos of 24mm dia 750 mm long (EN 8 Grade) along with nuts washers etc. (RCC fooundation and luminaries will be paid separately) Each 1

2 19.23 Designing and providing suitable and approved size RCC foundation for 12-30 mere high mast including seel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as required including laying and fixing HM foundation bolts with tam plates but excluding the cost of foundation bolts with tam plates etc complete as per specification cum 10

3 14.2 Supplying and laying HDPE pipe of 4kg/Sqcm 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.

14.2.1 63 mm outer dia Metre 300

4 14.3 Supplying and laying following size medium class G.I. pipe 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.

14.3.1 50 mm internal dia Metre 30

5 5.8 Providing and fixing following size FRLS PVC insulated, PVC sheathed, flexible copper conductor wire on the floor/ wall, or side of the table/ door etc. as per specification.

5.8.3 1.0 sq. mm three core Metre 50

6 9.10 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 Each 6

7 12.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ concealed conduit/ submain wiring/ cable as per specification. Metre 600

8 15.28 Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. .

15.28.3 16 sq. mm Each 30

9 15.3 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).

15.3.23 4 x 16 sq. mm. Metre 300

10 15.23 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. .

11 12.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) Set 2

12 6.29 Supplying of following 230/250 volts LED Flood 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, Seperate housing for driver etc complete as per specification and P.A. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.

6.29.7 150 watt Each 3

6.29.12 350 watt Each 3

13 9.1 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu.

9.1.1 3 pole MCCB, 25-63A, Fixed Thermal Release, 10KA Each 3

14 10.14 Providing and fixing 4 pole, 415/500 volts following rating (AC-1 Duty) power contactor in existing starter/ cubical panel including, connections, testing and commissioning etc. as per specification.

10.14.4 100 amps Each 3

15 10.22 Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification.

10.22.1 Digital type Each 3

16 7.19 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification.

7.19.1 Upto 300 mm deep sqm 3

MUNICIPAL CORPORATION RAIPUR

सरदार वलभ भाई पटेल जी क प्रतिमा स्थापना एवं सौंदर्यीकरण कार्य - नगर पालिक निगम, रायपुर, छत्तीसगढ़

Sno Particulars Nos Total Qty Unit

1 Sardar Vallabhbhai Patel ji Statue Making and Installation Statue of Sardar Vallabh Bhai Patel Life Size Height 12 feet 1500 Kg. weight approximate made of using polymer clay angle fram, clay for base molding POP. Wax Polish, Coconut buch, Rubber mould, Parafin wax and Microcystalline wax, brick powder, thermocol, metal, fire brick, coke peetal rods, carbide, putty, paint etc. (as per requirement and including all taxes and transportation upto side and instruction of Eng.) Bronze Metal, (Alloy, Copper, Zine, Teen, Led) Stuff-Bronze Metal finish Colour-Bronze paint 2k auto finish (glossy finish) and Fixing At desired place Including Transporation complete 1.00 Nos