NIT NO:116/ZONE 07/2026 RAIPUR DATED:08/09/2026

OFFICE OF THE MUNICIPAL CORPORATION RAIPUR (C.G.)

NAME OF WORK: Construction of Retaining wall & Boundry wall

Name of Work :- Revised Estimate For Remainig work in the Construction of retaining wall and Other development works at Karbala Talab

S.No. Description and details of work QTY. Unit Rate

1 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).

2 Excavation in all types of soils for all types and sizes of foundations and drains including disposal of excavated stuff upto 50m lead and a lift upto 1.50 m i/c dressing and levelling of pits and disposed stuff as directed.

3 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.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

4 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in::

Cement Mortar 1:6 (1 cement : 6 coarse sand)

sub- structure upto plinth level

5 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

up to plinth.level coloumn 24.00

Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all size

8 Brick work with modular fly-ash lime bricks (FALG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in::

Cement Mortar 1:6 (1 cement : 6 coarse sand)

Upto plinth level

9 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.

10 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.

11 15mm thick cement plaster 1:6 CM

In Cement Mortar 1:6 (1 cement : 6 fine sand) wall 152.80

12 Painting on new work (two or more coats) to give an even shade with:

Premium synthetic enamel paint 13.86

13 White washing with lime to give an even shade.

same qty as per plaster area of 15mm 375.80 sqm 9.4

14 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.

15 Providing and applying 2mm thick ready mix exterior grade putty on walls to make the surface smooth aid even.

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

17 Painting exterior surface with PREMIUM ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

same qty as 15 mm thick plaster area 421.64 sqm 74.5

9 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.

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 1.26 Carriage by mechanical transport upto 5 km lead:

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.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

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).

5 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.

6 1.10 Pumping out water caused by springs tidal or river seepage, broken water main or drains and like during Excavation or during Excavation and laying of base concrete (volume to be calculated taking height from water level to bottom of pit and to be measured and paid) .

7 3.10 Extra for laying PCC/ RCC, in or under water or liquid mud including cost of pumping or bailing out of water and removing slush etc. complete:

8 3.12 Providing and placing in position einforcement 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 415 181.00

9 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 R.Wall 70.00 Sqm 139.00

2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

Wall upto G.L. R.Wall 670.00

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).

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

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

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 415 127.78 kg 54.50

1 Road Sor 4.15 Removal of 60/80mm thick interlocking concrete blocks

Existing Pathway 950.00 sqm 36.00

2 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.In all types of soils.

3 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).

Main Entrance 253.00

4 1.26.1 Carriage by mechanical transport upto 5 km lead: 29.00 cum 111

5 1.27.1 Extra for mechanical transport for every one km or part thereof beyond first 5 km lead. 29.00 cum 9.00

6 Road Sor 4.1b Granular Sub Base: Construction of granular sub base by providing graded materials carriage of mixed materials to work site spreading in uniform layers with motors graders on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause401.Plant mix method (with mechanically crushed stone only)

For Lower Sub base Grading-V material

For Pathway 82.50

Main Entrance 37.95

CGPWD SOR RATE BASED

1 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.In all types of soils.

2 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).

3 1.26.1 Carriage by mechanical transport upto 5 km lead: 221.40 cum 111

4 1.27.1 Extra for mechanical transport for every one km or part thereof beyond first 5 km lead. 221.40 cum 9.00

5 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.

6 7.5.4 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)

7 3.1.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

8 3.1.4 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 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). 38.14 Cum 3552.00

9 11.2.2 Providing and making 12mm thick cement plaster of mix:

In Cement Mortar 1:4 (1 cement : 4 fine sand) 72.00 Sqm 103.00

10 14.4 Supplying and laying following size RCC Hume pipe class NP-2 (in standard length of 2 metre) with collar in ground below road, path etc at a depth not less than 50 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.

11 20.15.1 Providing and fixing in position precast R.C.C. manhole cover and frame L D- 2.5 of required shape and approved quality

Rectangular shape 600x450mm internal dimensions 40.00 each 1031.00

CGPWD SOR RATE BASED

1 16.3.3 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead.

Existing Ghat Platform 19.71 Cum 263.00 25.95 5209.68 4.52252721495911

2 16.43.2 Demolishing cement concrete including disposal of material within 50 metre lead. 1:3:6

Existing Ghat Step 0.81 Cum 549.00

3 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.

In all types of soils. 27.00 Cum 185.00

4 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). 45.00 Sqm 7.20

5 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.

Foundation 4.50

6 3.1.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

Foundation 4.50

7 2.1.1 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

Footing 4.00 Sqm 139.00

8 2.1.6 Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes

Retaining Wall 5.72

Grade Slab 2.25

9 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.

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

Retaining Wall 1.14

Grade Slab 3.75

10 3.12.1 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

Thermo-Mechanically treated bars FE 550D

Retaining Wall 137.38

Grade Slab 450.00

11 7.5.4 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)

Below Plinth 0.90 Cum 3263.00

12 11.2.2 Providing and making 12mm thick cement plaster of mix:

In Cement Mortar 1:4 (1 cement : 4 fine sand) 3.00 Sqm 91.50

13 11.2.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

In Cement Mortar 1:4 (1 cement : 4 fine sand) 3.00 Sqm 107.00

1 16.3.3 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead.

2 16.43.2 Demolishing cement concrete including disposal of material within 50 metre lead. 1:3:6

4.15 Removal of 60/80mm thick interlocking concrete blocks

4 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.

5 1.26.1 Carriage by mechanical transport upto 5 km lead:

90% of Excavation 51.94

6 1.27.1 Extra for mechanical transport for every one km or part thereof beyond first 5 km lead.

7 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.

8 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.

9 3.1.3 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)

8 2.1 Providing and fixing form work including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

2.1.8 Beams, lintels, cantilevers & walls

9 3.3.1 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-20 Grade

10 3.12.2 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 500D

11 7.5.4 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)

12 11.3.2 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

13 6.1 Random rubble masonry with hard stone in foundation and plinth in Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 stone aggregate 20mm nominal size) upto plinth level.

14 12.45.2 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.Granite stone black

15 12.46.2 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m). Granite stone black

16 13.19.2 Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

17 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 160.00

22.25.3 Hibiscus (Flower)/ Rose 190.00

22.25.4 Carpet grass (well developed) 1440.00

DETAILED ESTIMATE FOR GAZEBO AT KARBALA TALAB, RAIPUR C.G.

S.No. SOR Description Nos Length (m) Widht (m) Depth (m) Quantity Unit Rate (Rs) Amount (Rs)

CGPWD SOR RATE BASED

1 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.

In all types of soils. 12 1.50 1.50 1.50 40.50 Cum 185.00 7492.50

2 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). 3 4.00 4.00 48.00 Sqm 7.20 345.60

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.

Foundation 12 1.50 1.50 0.10 2.70

4 3.1.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

Foundation 12 1.50 1.50 0.10 2.70

5 2.1.1 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at all levels, for:

6 2.1.6 Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes

Plinth Beam 6 12.00 0.30 21.60

7 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.

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

8 3.12.3 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

Thermo-Mechanically treated bars FE 550D

Footing 60kg per cum of concrete 311.04

column 120kg per cum of concrete 178.85

Plinth Beam 120kg per cum of concrete 298.08

9 7.5.4 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)

10 9.3.1 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.Electric resistance or induction butt welded tubes Grade-250

11 10.13 Supply and fixing of precoated TILE PATTERN profile sheets of approved make, colour, over all size, corrugation shape and pitch, having total coated thickness (TCT) 0.45 mm (approx weight 4.9 kg/sqm) with Zn-Al coating and superior paint and having yeild strength of 550 MPa. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. 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 excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

12 12.13.1 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.

TOTAL AMOUNT 398883.45

OFFICE OF THE MUNICIPAL CORPORATION RAIPUR (C.G.)

NAME OF WORK:- v/kkslajpuk en varxZr djcyk rkykc pkScs dkWyksuh fjVsfuax okWy ,oa ckÅ.MªhokWy fuekZ.k dk;ZA

AS PER PWD SOR -(BUILDING & Road) 01-01-2015

NO. it.no Descriptions No. L B H/D Qty UNIT RATE Amount

1 16.3 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead.

16.3.3 In cement mortar. 1 2 0.2 0.3 0.12 cum 263 31.56

16.43 Demolishing cement concrete including disposal of material within 50 metre lead.

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 1.26 Carriage by mechanical transport upto 5 km lead:

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.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

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).

5 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.

6 1.10 Pumping out water caused by springs tidal or river seepage, broken water main or drains and like during Excavation or during Excavation and laying of base concrete (volume to be calculated taking height from water level to bottom of pit and to be measured and paid) .

50% of Exavation 345.00 Cum 146.00 50370.00

7 3.10 Extra for laying PCC/ RCC, in or under water or liquid mud including cost of pumping or bailing out of water and removing slush etc. complete:

8 3.12 Providing and placing in position einforcement 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 Qty. As per 271.50

9 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.

2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

Wall upto G.L. R.Wall 2 150.00 3.35 1005.00

Sub. engineer Asst. Engineer Executive engineer

Zone 07 Zone 07 Zone 07

Nagar Nigam Raipur Nagar Nigam Raipur Nagar Nigam Raipur

OFFICE OF THE MUNICIPAL CORPORATION RAIPUR (C.G.)

REVISION OF RATE OF ITEM BOLLARD

NO. it.no Descriptions UNIT RATE Remarks

1 NON S.O.R. Precasting & Placing in Postion 125 mm Dia Bollards 600 mm Height of Required Shape Including Providing M.S. Pipe Sleeve 50 mm dia 300 mm Long in the Bollard & M.S. Pipes 40 mm dia & 450 mm Long With 150 x 6 mm M.S.Plate Velded at Bottom & embedded 150mm in cement concret 1:3:6 (1cement : 3 corse sand (zone-III) : 6 graded stone aggregate 20mm nominal Size.) including necessry excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. Approved in tender for "Renovation & Beautification of Vivekanad Sarovar Garden

1 NON S.O.R. Precasting & Placing in Postion 125 mm Dia Bollards 750 mm Height of Required Shape Including Providing M.S. Pipe Sleeve 50 mm dia 300 mm Long in the Bollard & M.S. Pipes 40 mm dia & 450 mm Long With 150 x 6 mm M.S.Plate Velded at Bottom & embedded 150mm in cement concret 1:3:6 (1cement : 3 corse sand (zone-III) : 6 graded stone aggregate 20mm nominal Size.) including necessry excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. “The height of the existing bollards erected at Karbala Talab site is 750 mm, which is 25% higher than the previous approved height. Accordingly, the revised item rate has been increased by 25%, resulting in a revised rate of ₹903.81 (i.e., 723.05 + 25% of 723.05).”

OFFICE OF THE MUNICIPAL CORPORATION RAIPUR (C.G.)

NAME OF WORK:- v/kkslajpuk en varxZr djcyk rkykc pkScs dkWyksuh fjVsfuax okWy ,oa cksykMZ fuekZ.k dk;ZA

Non S.O.R. Item.

NO. it.no Descriptions No. L B H/D Qty UNIT RATE Amount

1 NON S.O.R. Precasting & Placing in Postion 125 mm Dia Bolards 600 mm Hight of Required Shap Incliding Providing M.S. Pipe Sleeve 50 mm dia 300 mm Long in the Boalard & M.S. Pipes 40 mm dia & 450 mm Long With 150 x 6 mm M.S.Plate Velded at Bottom & embedded 150mm in cement concret 1:3:6 (1cement : 3 corse sand (zone-III) : 6 graded stone aggregate 20mm nominal Size.) including necessry excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at spacified spacing.

2 NON S.O.R. Providing Fixing & Installing Pre-cast factroy made R.C.C. hand rais of approved shape and design at requisite possitions with suitable fixtures in complete as per direction of Enginner in Chife.

3 NON S.O.R. Providing & Fixing Shingles sheet roofing up to any pitch, including fixing with self drilling/self tapping Screw of size (5.50 x 55 cm) with EPDM seal complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be opaque of translucent, clear of pigmented, textured of smooth as specified.

4 NON S.O.R 2D artistic Painting

5 NON S.O.R 3D artistic Painting

6 Raipur Smart city Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6, including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing.

7 Raipur Smart city Driling suitalbe holes in reinforced of plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 m,m in RCC footing, beams, lintels, columns and slabs to introduce steel bars including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-in-charge.

Total Amt. 1187702.07

Sub. engineer Asst. Engineer Executive engineer

Zone 07 Zone 07 Zone 07

Nagar Nigam Raipur Nagar Nigam Raipur Nagar Nigam Raipur

OFFICE OF THE MUNICIPAL CORPORATION RAIPUR (C.G.)

NAME OF WORK:- v/kkslajpuk en varxZr djcyk rkykc pkScs dkWyksuh fjVsfuax okWy ,oa ckÅ.MªhokWy fuekZ.k dk;ZA

AS PER PWD SOR -(BUILDING & Road) 01-01-2015

NO. it.no Descriptions No. L B H/D Qty UNIT RATE 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.

2 1.26 Carriage by mechanical transport upto 5 km lead:

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.

3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).

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).

5 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.

Deduction P.C.C. -179.78

sand cushion -123.38

footing -535.80

wall upto pond -83.72

6 1.10 Pumping out water caused by springs tidal or river seepage, broken water main or drains and like during Excavation or during Excavation and laying of base concrete (volume to be calculated taking height from water level to bottom of pit and to be measured and paid) .

50% of Exavation 660.00 Cum 146.00 96360.00

7 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.

3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size).

8 3.3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work.

3.3.3 M-30 Grade

Wall upto G.L. R.Wall 1 208.00 0.48 0.75 74.88

Wall upto Top R.Wall 1 208.00 0.48 2.00 199.68

9 3.10 Extra for laying PCC/ RCC, in or under water or liquid mud including cost of pumping or bailing out of water and removing slush etc. complete:

10 3.12 Providing and placing in position einforcement 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 Qty. As per 3.3.3 758.16

11 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.

Footing R.Wall 2 208.00 0.60 249.60

Wall upto G.L. R.Wall 2 208.00 0.75 312.00

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

C 2.1.8 Beams, lintels, cantilevers & walls 219.4

12 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) 1 208.00 0.20 3.00 124.80 Cum 3263.00 407222.40

13 11.3 Providing and making 15mm thick cement plaster 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) 2 208.00 3.00 1248.00 Sqm 107.00 133536.00

14 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

15 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.

16 14.16 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:

14.16.1 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)

17 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 1 208.00 5.00 1040.00 Sqm 632.00 657280.00

18 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.

3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

17 12.14 Cement art Mural work

Total Amt. 13048453.82

Sub. engineer Asst. Engineer Executive engineer

Zone 07 Zone 07 Zone 07

Nagar Nigam Raipur Nagar Nigam Raipur Nagar Nigam Raipur

OFFICE OF THE MUNICIPAL CORPORATION RAIPUR (C.G.)

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Name of Work :- Revised Estimate For Remainig work in the Construction of retaining wall and Other development works at Karbala Talab it.no Descriptions Qty UNIT RATE Amount

1 NON S.O.R. Driling suitalbe holes in reinforced of plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 m,m in RCC footing, beams, lintels, columns and slabs to introduce steel bars including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer in Charge

2 NON S.O.R. Precasting & Placing in Postion 125 mm Dia Bollards 600 mm Height of Required Shape Including Providing M.S. Pipe Sleeve 50 mm dia 300 mm Long in the Boalard & M.S. Pipes 40 mm dia & 450 mm Long With 150 x 6 mm M.S.Plate Velded at Bottom & embedded 150mm in cement concret 1:3:6 (1cement : 3 corse sand (zone-III) : 6 graded stone aggregate 20mm nominal Size.) including necessry excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at spacified spacing.

3 NON S.O.R. Providing Fixing & Installing Pre-cast factroy made R.C.C. hand rail of approved shape and design at requisite positions with suitable fixtures in complete as per direction of Engineer in Charge

4 NON SOR Mouldings, cornices and decorative plaster Constructing in situ or providing and fixing precast moulding/cornices/decorative plaster work both made out of fibrous cement sand plaster or equivalent or cement concrete work.The mouldings shall be as per drawings and as per attached indicative|images in following approximate dimensions. The items is inclusive of all necessary formwork, scaffolding tools, finishing the moulding to a smooth finish ready to receive paint/putty including curing etc. all complete as directed by Engineer in Charge. TYPE-B 115.00 RM 756.00 86940.00

5 NON S.O.R. Providing & laying Dyecrete (STAMPED CONCRETE) of M 30 design mixe concrete of thickness 100-150 mm over prepared compacted layer sub grade. Top design mix concrete laid with proper slop along with blended color hardener impegments ts of quarts, silica and special admixture and UV stabilizer with with a sealing coat of realese agents with water jet ic cost of form work etc all complete of required pattern specification details. 427.50 cum 4298.00 1837395.00

6 NON S.O.R. Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. 2850.00 sqm 843.00 2402550.00