525 Date 15.10.2026

MUNICIPAL COUNCIL AHIWARA

PROPOSED WATER BODY REJUVENATION OF CHHATWA TALAB UNDER AMRUT 2.0 MUNICIPAL COUNCIL AHIWARA (C.G.)

DETAILED ESTIMATE ABSTRACT

Based On: BUILDING S.O.R. ITEMS 10.06.2026/ROAD SOR 15.06.2026/BRIDGE 10.06.2026/ ELECTRICAL SOR 10.06.2026 Revision & Date Rev-02, 04/07/2026

Sno Particulars Total Qty Unit Rate SOR Amount Non SOR Amount 18% GST Amount Total Amount PAC

3 DRESSING & LEVELING OF LAKE BED 2515518.00 452793.24 2968311.24 2515518

25 BATHYMETRIC SURVEY AND SEDIMENTATION PROFILE GENERATION 358172.50 64471.05 422643.55 358172.5

B ELECTRICAL S.O.R. ITEMS 10/04/2026

C NON SOR ITEMS

2.00 % For Contingency , Consultancy , Survey , Vetting From NIT/IIT/GEC 1501081.45 1501081.454

GRAND TOTAL 89165916.84 2.00%

SAY ( IN LACS ) 891.66

O&M COST FOR 5 YEAR ( IN LACS) 69.57 69.57

GRAND TOTAL 961.23

Construction 742.92 1.16

PAC VALUE 812.59 4.06

Prepared By: NAMAN BHATT & ASSOCIATES, 9630868978 Chartered Engineer | Surveyor | Approved Valuer (L&B) | DPR & PMC Consultant | Assochem GEM CP | ISO 9001:2015 | MSME | Green Building Consultant

In Words : Two Crore Seventy Lacs Thirty three Thousand Six Four Only

MUNICIPAL COUNCIL AHIWARA

PROPOSED WATER BODY REJUVENATION OF CHHATWA TALAB UNDER AMRUT 2.0 MUNICIPAL COUNCIL AHIWARA (C.G.)

DETAILED ESTIMATE ABSTRACT

Based On: BUILDING S.O.R. ITEMS 10.06.2026/ROAD SOR 15.06.2026/BRIDGE 10.06.2026/ ELECTRICAL SOR 10.06.2026 Revision & Date Rev-02, 04/07/2026

Sno Particulars Total Qty Unit Rate SOR Amount Non SOR Amount 18% GST Amount Total Amount

1 DEEPNING AND SILT CLEARANCE - - - 13658765.40 2458577.77 16117343.17

2 MILD STEEL FENCING 2091658.62 376498.55 2468157.17

3 DRESSING & LEVELING OF LAKE BED 2515518.00 452793.24 2968311.24

4 EARTHEN EMBANKMENT 1050840.00 189151.20 1239991.20

7 TOE WALL WITH PITCHING 9973849.80 1795292.96 11769142.76

8 PLANTATION WORK 493222.00 88779.96 582001.96

14 RCC SILT TRAP CHAMBER 6.00 EACH 14041.51 84249.07 15164.83 99413.90

15 HIGH MAST PEDESTAL 1.00 EACH 38648.00 38648.00 6956.64 45604.64

23 RAIN WATER HARVESTING 4.00 Nos 27193.00 108772.00 19578.96 128350.96

25 BATHYMETRIC SURVEY AND SEDIMENTATION PROFILE GENERATION 358172.50 64471.05 422643.55

B ELECTRICAL S.O.R. ITEMS 10/04/2026

26 SOLAR TUBULAR POLE 3479212.10 626258.18 4105470.28

C NON SOR ITEMS

35 FLOATING AERATOR 10.00 4950000.00 4950000.00

39 POND WATER FILTER 126000.00 22680.00 148680.00

1.715% For Contingency , Consultancy , Survey 1503451.93 60629828.70

GRAND TOTAL 89168287.31 126149.60

SAY ( IN LACS ) 891.68

O&M COST FOR 5 YEAR ( IN LACS) 69.57 960.51

GRAND TOTAL 961.25 959.69

SUB ENGINEER C.M.O.

S.No. Component Amount with 18 % GST Weightage Percentage

1 Rejuvenation 50,660,177.14 57.79%

2 Beautification 10,400,000.80 11.86%

3 Public Amenities 26,604,657.45 30.35%

Consultancy & Contingency add 1.715 % 1,503,451.93

Grand Total 89,168,287.31

Prepared By: NAMAN BHATT & ASSOCIATES, 9630868978 Chartered Engineer | Surveyor | Approved Valuer (L&B) | DPR & PMC Consultant | Assochem GEM CP | ISO 9001:2015 | MSME | Green Building Consultant

In Words : Two Crore Seventy Lacs Thirty three Thousand Six Four Only

MUNICIPAL COUNCIL AHIWARA

PROPOSED WATER BODY REJUVENATION OF CHHATWA TALAB UNDER AMRUT 2.0 MUNICIPAL COUNCIL AHIWARA (C.G.)

Sno Particulars Total Qty Unit Rate SOR Amount Non SOR Amount 18% GST Amount Total Amount

1 DEEPNING AND SILT CLEARANCE - - - 13,658,765 2,458,578 16,117,343

2 MILD STEEL FENCING 2,091,659 376,499 2,468,157

3 DRESSING & LEVELING OF LAKE BED 2,515,518 452,793 2,968,311

4 EARTHEN EMBANKMENT 1,050,840 189,151 1,239,991

7 TOE WALL WITH PITCHING 9,973,850 1,795,293 11,769,143

8 PLANTATION WORK 493,222 88,780 582,002

14 RCC SILT TRAP CHAMBER 6.00 EACH 14041.51 84,249 15,165 99,414

15 HIGH MAST PEDESTAL 1.00 EACH 38648.00 38,648 6,957 45,605

18 GHAT RENOVATION 176,896 31,841 208,737

20 RAMP AND STAIR 27,586 4,965 32,551

23 RAIN WATER HARVESTING 4.00 Nos 27193.00 108,772 19,579 128,351

25 BATHYMETRIC SURVEY AND SEDIMENTATION PROFILE GENERATION 358,173 64,471 422,644

B ELECTRICAL S.O.R. ITEMS 10/04/2026

27 SOLAR TUBULAR POLE 3,479,212 626,258 4,105,470

28 HIGH MAST LIGHT 1.00 EACH 350,238 63,043 413,281

30 RO & WATER COOLER 117,292 21,113 138,405

C NON SOR ITEMS

34 PLAY EQUIPMENT 844,500 152,010 996,510

36 FILTER AERATOR 10.00 4,950,000 4,950,000

37 JETTY PLATFORM 528,000 95,040 623,040

39 SPRINKLERS 8,360 1,505 9,865

40 POND WATER FILTER 126,000 22,680 148,680

41 SITTING CHAIR 10.00 NOS 78,000 14,040 92,040

42 DUSTBIN 6.00 NOS 44,280 44,280

3% For Contingency , Consultancy , Survey , Vetting From NIT/IIT/GEC 2,629,945

GRAND TOTAL 90,294,780

SAY ( IN LACS ) 902.95

O&M COST FOR 5 YEAR ( IN LACS) 69.57

GRAND TOTAL (in Lakhs) 972.52

SUB ENGINEER C.M.O.

S. No. Component Amount with 18 % GST Weightage Percentage

1 Rejuvenation 50,660,177.14 57.79%

2 Beautification 10,400,000.80 11.86%

3 Public Amenities 26,604,657.45 30.35%

Consultancy & Contingency add 3.00 % 2,629,945.06

Grand Total 90,294,780.45

Prepared By: NAMAN BHATT & ASSOCIATES, 9630868978 Chartered Engineer | Surveyor | Approved Valuer (L&B) | DPR & PMC Consultant | Assochem GEM CP | ISO 9001:2015 | MSME | Green Building Consultant

In Words : Two Crore Seventy Lacs Thirty three Thousand Six Four Only

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF DEEPNING AND SILT CLEARANCE

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

Sno Code Particulars No L B H/D Qty Unit Rate Amount

PROPOSED AREA OF TALAB IN PHASE -1 = 158550.00

Left area for Drain ,Wall & Band etc. 95130.00

Net silt clearance & Deeping area (40 % of Total Area) 63420.00 94635 AREA

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. 95.13

1.1.1 In all types of soils

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.

30% of excavated Qty 1 57078.00 x 30% 17123.40

For Bank & site Total 17123.40 Cum 55 941787.00

3 1.26 Carriage by mechanical transport upto 5 km lead: Earth 1 57078.00 x 70% 39954.60

70% of excavated soil 39954.60 Cum 94.00 3755732.40

Grand Total 13658765.40

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF PROPOSED M.S. GRILL FENCING

[ Rate as per BLDG. SOR 10-06-2026] Length 450.00 M.

S.No Particulars of items No. L. B. H/D Quantity Unit Rate Amount

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 type of soil

Column (2.70 m. centre to centre Distance) 168 1.20 1.20 1.20 290.30 450 168

2 (Item No.- 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.

3 (Item No.- 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 40 mm nominal size)

Column foundation 168 1.20 1.20 0.10 24.19

4 ( Item No.- 3.2.1)

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

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

Column Footing 168 1.00 1.00 0.30 50.40

Column up to ground Level 168 0.20 0.20 0.70 4.70

Columns above Ground Level 168 0.20 0.20 2.30 15.46

5 ( Item No.- 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

60% of Excavated Qty. 189.21 Cu.M. 55.00 10406.68

6 ( Item No.- 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.

Column up to ground Level 168 0.80 --- 0.70 94.08

2.1.5 Column, Pillars, Piers and

likes- rectangular or square in

Columns above Ground Level 168 0.80 --- 2.30 309.12 Sq.M. 252.00 77898.24

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

Thermo-Mechanically treated bars FE 415 @ 80 kg. /Cum. of R.C.C 6980.80 Kg. 46.00 321116.8 #REF!

8 (Item No.- 7.5.4)

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)

for Boundary wall 167 2.50 0.20 0.30 25.05

9 (Item No.- 9.6.2)

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

For Area of Grill 167 2.50 1.80 751.50

For Qty @ 20 Kg per Sqm 751.50 X 20.00 15030.00

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

In Cement Mortar 1:6 (1 cement : 6 fine sand) 2 450.00 --- 0.50 450.00

11 item no.14.53

White washing/ Colour washing with lime to give an even Sqm shade in Three or more Coats for New surface as per relevant IS code 6278:1971 Consumption of lime 3.50kg /10 Sqm with all tools tackles and labour etc. complete for the work.

12 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)

Area of Brick Work 781.92 Sq.M. 60.00 46915.20

13 item no.14.72

Providing and applying Glossy finish Enamel paint mimimum 2 Coats in al surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel Dulux Promise Premium Enamel Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work.

Area of Grill 751.50 Sq.M. 102.00 76653.00

Total 2091658.62

say In Lakh 20.92

MUNICIPAL COUNCIL AHIWARA

DRESSING & LEVELING OF LAKE BED

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

Sno Particulars No L B 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.

2 1.1 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) .

Grand Total 2515518.00

MUNICIPAL COUNCIL AHIWARA

EARTHEN EMBANKMENT

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

Sno Particulars No L B H/D Qty Unit Rate Amount

1 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.

Grand Total 1050840.00

MUNICIPAL COUNCIL AHIWARA

Estimate of Waste Weir (Inlet)

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

Sno Code Particulars 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 soil

2 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).

3 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).

4 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

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

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

Sides inner 2 10.00 - 1.00 20.00

Sides outer 2 10.00 - 1.30 26.00

6 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).

End portation 2 2.05 0.90 0.10 0.37

7 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.

Total Amount of 3 Nos 223051.257

MUNICIPAL COUNCIL AHIWARA

Estimate of Waste Weir (Outlet)

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

Sno Code Particulars 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 soil

2 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).

3 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).

4 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

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

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

Sides inner 2 10.00 - 1.00 20.00

Sides outer 2 10.00 - 1.30 26.00

6 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).

End portation 2 2.05 0.90 0.10 0.37

7 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.

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF TOE WALL WITH PITCHING

As per C.G PWD Building sor w.e.f- 10-06-2026 , C.G PWD ROAD sor w.e.f- 15-06-2026

Sno Code Particulars 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.

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

For Pitching Grid (3.00 m. Distance) (Length 1110/3 = 370 Nos. 370 2.80 0.20 0.10 20.72

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).

For Pitching Grid (3.00 m. Distance) (Length 1110/3 = 370 Nos. 370 2.80 0.20 0.10 20.72

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).

For Pitching Grid (3.00 m. Distance) (Length 1110/3 = 370 Nos. 370 2.80 0.20 0.20 41.44

5 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

6 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

For Pitching Grid (3.00 m. Distance) (Length 1110/3 = 370 Nos. 741 2.80 0.20 414.96

7 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. 50% of Excavated area 1128.00 Cum 55.00 62040.00

8 1.26 Carriage by mechanical transport upto 5 km lead:

50% of Excavated area 1128.00 cum 94.00 106032.00

9 Road sor 9.11 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504.

Deduct Pitching Grid (Total Length 1110-370*0.2 = 1036 m.) 1 1026.00 2.80 0.20 574.56

10 Road Sor 9.10 Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504. 1 1026.00 2.80 0.20 574.56

Deduct Pitching Grid (Total Length 1110-370*0.2 = 1036 m.) Total 574.56 Cum 2113.00 1214045.00

11 5.3 Cement mortar 1:3 (1 cement : 3 fine sand).

Joint Filling 10% of Pitching 57.46

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF PLANTATION WORK

As per C.G PWD Building sor w.e.f- 10-06-2026 ,Road sor15-06-2026

Sno Code Particulars No L B H/D Qty Unit Rate Amount

1 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).

2 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).

All Area 288.00

30% of Good Earth Total 288.00 Cum 201.00 57888.0

3 22.7 Fine dressing the ground

4 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).

All Area 1248.00

5 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 200 - - 200.00 Each 12.00 2400.00

22.25.2 Furn like Arica, China etc (3 year old) 200 - - 200.00 Each 106.00 21200.00

22.25.3 Hibiscus (Flower)/ Rose 200 - - 200.00 Each 23.00 4600.00

22.25.4 Carpet grass (well developed)

6 Road sor 2026 12.6 Providing and planting of 3’0” to 4’0” heighted wasingtonia, filipheria/bismarkia novelist plam plants with 1’6” x 1’6” depth pit formation and soil preparation, (Mixing organic manure and _ plant’s protection insecticide). Up to 4 month maintenance.

7 Road sor 2026 12.7 Providing and planting of 4’0” to 5’0” heighted Ficus prestige/Blackiana plants with 1’6” x 1°6” depth pit formation and soil preparation, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. 891.68

8 Road sor 2026 12.10 Providing and planting of plumeria (Champa) 2’0” to 3’0” heighted plants with 1’0” x 1’0”x1’6” depth pit formation and soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance.

9 Road sor 2026 12.11 Providing and planting of Golden durenta multi branches plants for showing mass effect in 0’6” x 0’6” distance with soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. 891.68

MUNICIPAL COUNCIL AHIWARA

AS PER BUILDING SOR 10-06-2026 11625

S.N P.N. PARTICULAR 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 soil 2 100.00 0.30 0.20 12.00

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. 1 100.00 3.00 0.10 30.00

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). 2 100.00 0.30 0.10 6.00

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 nominal size).

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 1 100.00 3.00 300.00

Total 354048.00

FOR 1 SQM 1180.16

Total Amount of 11625 sqm 13719360 13719360

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF WATER SUPPLY

As per C.G PWD Building s.o.r w.e.f 10-06-2026

Sno Code Particulars No L B H/D Qty Unit Rate Amount

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:

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)

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

4 19.16 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):

5 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 :

Total 209590.00

MUNICIPAL COUNCIL AHIWARA

ROAD SOR 15-06-2026

Sno Code Particulars L B H/D Qty Unit Rate Amount

1 12.14 Cement art Mural work 50.00 1.00 50.00 SQM 2826.00 141300.00

TOTAL 141300.00

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF PROPOSED TRASH RACK

[ Rate as per BLDG. SOR 10-06-2026]

S.No Particulars of items No. L. B. H/D Quantity Unit Rate Amount

1 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) .

Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in cement concrete M-35 grade, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap):

Extra for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid).

300mm dia piles. 4 4.00 each 930.00 3720.00

4 (Item No.- 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)

5 (Item No.- 3.2.1)

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).

Columns above Ground Level 4 0.20 0.20 2.00 0.32

6 ( Item No.- 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 Column, Pillars, Piers and

likes- rectangular or square in

Columns above Ground Level 4 0.80 --- 2.00 6.40

7 (Item No.- 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:

For Pile Reinforcement 4 3.14 0.0225 3 0.8478

Thermo-Mechanically treated bars FE 415 3.84+0.85=4.68 cum @ 80 kg. /Cum. of R.C.C 375.02 Kg. 46.00 17251.104 #REF!

8 (Item No.- 9.6.2)

Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

For Area of Grill 1 2.00 2.00 4.00

For Qty @ 35 Kg per Sqm 6.40 X 35.00 224.00

Total 6 Nos Trash Rack Amount 454274.784 0

MUNICIPAL COUNCIL AHIWARA

RCC SILT TRAP CHAMBER

[ Rate as per BLDG. SOR 10-06-2026]

S.No Particulars of items No. L. B. H/D Quantity Unit Rate Amount

1 ( Item No.- 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.

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.

3 ( Item No.- 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)

4 ( Item No.- 3.2.1)

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).

5 ( Item No.- 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 Column, Pillars, Piers and

likes- rectangular or square in

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

Thermo-Mechanically treated bars FE 415 @ 100 kg. /Cum. of R.C.C 118.80 Kg. 46.00 5464.8 #REF!

Total 6 Nos Silt Trap Chamber Amount 84249.072 #REF!

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF PROPOSED BOUNDARY WALL

[ Rate as per BLDG. SOR10.06.2026] Length 300.00 M.

S.No Particulars of items No. L. B. H/D Quantity Unit Rate Amount

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.

2 ( Item No.- 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.

3 (Item No.- 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)

Column foundation 112 1.20 1.20 0.10 16.13

4 (Item No.- 3.2.1)

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

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

Column Footing 112 1.00 1.00 0.30 33.60

Column up to ground Level 112 0.20 0.20 0.70 3.14

Columns above Ground Level 112 0.20 0.20 2.30 10.30

5 ( Item No.- 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.

Column up to ground Level 112 0.80 --- 0.70 62.72

2.1.5 Column, Pillars, Piers and

likes- rectangular or square in

Columns above Ground Level 112 0.80 --- 2.30 206.08 Sq.M. 252.00 51932.16

6 (Item No.- 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 415 @ 80 kg. /Cum. of R.C.C 4651.20 Kg. 46.00 213955.2 #REF!

7 (Item No.- 7.5.4)

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)

for Boundary wall 111 2.50 0.20 2.10 116.55

9 (Item No.- 11.3.4)

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

In Cement Mortar 1:6 (1 cement : 6 fine sand) 2 300.00 --- 2.30 1380.00

Providing and applying of Acrylic primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 ( Product such as Asian Spark/suprimo , J.K. Primer, Dulux Acrylic Primer) with all tools tackles and labour etc. complete for the work.

9 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)

Total 1208936.40

say In Lakh 12.09

MUNICIPAL COUNCIL AHIWARA

HIGH MAST PEDESTAL

As Per PWD Building SOR w.e.f- 10-06-2026

Sno Code Particulars 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.

Foundation 1 2.00 2.00 1.50 6.00

Total 6.00 cum 157.00 942.0 s

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 6.00

Below Foundation filling -1 2.00 2.00 0.10 -0.40

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 2.00 2.00 0.10 0.40

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 1.70 1.70 0.30 0.87

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 6.80 0.30 2.04

Padestal 1 4.00 1.00 4.00

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

7 11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand)

Total 2.00 SQM 79.00 158.0

Grand Total 38648.00

Nut Bolt Weight 15% 201.66

1 No Truss weight 1546.06

Plate 750x750 12mm Thick 18x4 0.56 @ 94.2

MUNICIPAL COUNCIL AHIWARA

Estimate of Ghat for Development

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

Sno Code Particulars 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 soil

Rest Foundation 1 15.00 1.10 0.80 13.20

Middle Steps 9 15.00 1.00 0.25 33.75

2 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).

Rest Foundation 1 15.00 1.10 0.10 1.65

Middle Steps 9 15.00 1.00 0.10 13.50

3 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).

Rest Foundation 1 15.00 0.90 0.20 2.70

Foundation Wall 1 15.00 0.20 0.40 1.20

Middle Steps 9 15.00 1.00 0.10 13.50

4 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

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.

Rest Foundation 2 15.00 - 0.20 6.00

Rest Foundation Wall 2 15.00 - 0.40 12.00

Middle steps 18 1.00 - 0.10 1.80

6 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)

7 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)

8 Item no. 14.53 White washing/ Colour washing with lime to give an even Sqm shade in Three or more Coats for New surface as per relevant IS code 6278:1971 Consumption of lime 3.50kg /10 Sqm with all tools tackles and labour etc. complete for the work.

9 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 13.7 Stone work with DHOLPUR SAND STONE (machine cut edge) exposed face fine dressed with rough backing for wall lining etc. (Veneer work) upto 10 metre height, backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 cement : 2 stone dust) with an admixture opigment matching the stone shade. (To be secured to the backing by means of cramps which shall be paid separately)

13.7.1 40mm. thick

Total 2 Nos Ghat Amount 1221350.0 1221350

MUNICIPAL COUNCIL AHIWARA

Constrution of C.C. Road (3.50 Mtr Wide)

(As per P.W.D ROAD S.O.R. W.E.F. 15.06.2026)

S.N. P.N. PARTICULAR NO L B H/d Q UNIT RATE AMOUNT

1 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300.

2 4.1 Granular Sub-base as per Table :- 400-1 Construction of granular sub base by providing close graded material carriage of mixed material to work site, spreaong in uniform layers with motor grader on prepared surface watering rolling and compacting with vibratory power roller at OMC to achive the disired density complete as per clause401

A Plant mix method (with Mechanically crushed stone only)

(b) For Lower Sub-base with

(ii) Grading-VI Material 1 800.00 3.50 0.20 560.00 cum 1306.00 731360.00

3 1.1 Transportation of metal i/c loading & unloading For a lead upto 1 Km.

80% Of Excavated Qty. 672.00 cum 85.00 57120.00

4 1.4 Hire charges for machineries : (only working hours to be paid and idle hours not to be paid) including fuel and manpower

(vii) Road rollers :

d) Vibratory roller 8.00 Hour 1084.00 8672.00

5 6.3 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads)

6 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum

TOTAL 3387152.00

MUNICIPAL COUNCIL AHIWARA

ESTIMATE FOR GHAT RENOVATION

As per C.G PWD Building sor w.e.f-10.06.2026

Sno Code Particulars No L B H/D Qty Unit Rate Amount

1 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).

2 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

3 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)

4 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)

5 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)

MUNICIPAL COUNCIL AHIWARA

PROPOSED CONSTRUCTION OF BRIDGE AT CHHATHWA TALAB , AHIWARA (C.G.)

GENERAL ABSTRACT

S. No. PARTICULAR OF ITEM AMOUNT

1 Foundation 559131.00

2 Sub-Structurre 481907.00

3 Superstructure 2998608.00

Total 4039646.00

Say Rs. (In Lcas) 40.40

MUNICIPAL COUNCIL AHIWARA

REPORT AND SPECIFICATION

Name of work :- PROPOSED CONSTRUCTION OF BRIDGE AT AHIWARA

Amount :- Rs 40.40

Authority :- MUNICIPAL COUNCIL AHIWARA

Necessity :- As Old Bridge is to be Dismentaled By State Government

Provisions :- I. Bridge proper across River

1. Type of bridge :- As per Plan attached

2. Length of bridge :- 60.00 Metre

3. Width of bridge :- 4.00 Metre

4. Span arrangement :- 15 span of 10.00 M.Each

5. Formation Level :- As per Plan attached

6. High flood level :- As per Plan attached

7. Type of foundation :- Open

8. Sub structure :- As per Plan attached

Pier :- R.C.C.Solid Circular type

Rate :- The Estimate has been prepared as per S.O.R., issued by Engineer - in - Chief, P.W.D. Chhattisgarh, Raipur Bridge Works w.e.f. 20-04-2026 .

Specification :- The work shall be Carried out as per MORT&H specification and in accordance with provision in I.R.C. Codes and strictely followed.

MUNICIPAL COUNCIL AHIWARA

GENERAL ABSTRACT

Project Circle :- Municipal Council Ahiwara

Project Division :- Municipal Council Ahiwara

Length of Bridge :- 60.00 Mtr

Width of Bridge :- 4.00 Mtr

Height of Bridge :- 11.00 Mtr

S. No. Sub Head Amount

A Bridge Proper

Foundation Rs. 559131.00

Sub-Structurre Rs. 481907.00

Superstructure Rs. 2998608.00

Say Rs. 40.40 Lacs

MUNICIPAL COUNCIL AHIWARA

ABSTRACT FOR BRIDGE

Bridge Sor 15.06.2026

S. No. PARTICULAR OF ITEM QTY RATE UNIT AMOUNT

2.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

I Ordinary soil

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 32.97 27.40 Cum 903.00

B Ordinary rock (not requiring blasting) 11.00 221.00 Cum 2430.00 246

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 11.00 44.20 Cum 486.00 49.2

2.2 Providing & Filling Annular Space Around Footing in Rock upto top of rock with Lean cement concrete M-15 nominal mix in foundation 1.50 M in soft rock & 0.60 M in hard rock with crushed stone aggregate 40 mm nominal size & as per relevant clauses of section 1500,1700 & 2100. NOTE :- Only footing size with 30 cm offset all around to be consider for payment. 9.58 4072.00 Cum 39027.00

2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100.

A Using concrete mixture

(vii) RCC Grade M-30 29.09 4879.00 Cum 141906.00

2.25 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. 2.62 67403.00 MT 176437.00 0.9

2.26 Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata like soil, soft rock, hard rock etc. including all materials such as casing pipes, accessories, grease and other such materials and or as required including converving such materials andmachinery to site of work preserving theoose/undisturbed soil sample and rock core sample serially numbered at the site of work, performing other tests at site such as SPT etc. as per direction of Engineer In charge and conveying the same to the head quarters of concerned office as directed and submission of detailed bore log sheet along with required test reports as per I.R.C.78 and section 2400 including testing and preserving soil/rock core sample in core boxes as per Technical specifications and direction of Engineer In charge .

(i) Upto 1.0 m below bed level. 7.00 6070.00 Each 42490.00

(ii) Beyond 1.0 m upto 5.0 m depth. 28.00 1437.00 Rm 40236.00

(iii) Beyond 5.0 m depth. 56.00 1630.00 Rm 91280.00

TOTAL 559131.00

3.6 Providing and laying Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200.

D Height upto 5m

(a) Using Concrete Mixer

3.7 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification section 1600 and 2200. 3.78 67748.00 MT 256087.00

3.18 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. 14.00 56.00 Sqm 784.00

TOTAL 481907.00

SUPER STRUCTURE

4.1 Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700(Newly laid concrete shall be covered by gunny bags).

B RCC Grade M 30 FOR 5 M TO 10 M

I For Solid Slab Superstructure

(ii) Using Concrete Mixer

3.7 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification section 1600 and 2200. 21.17 67748.00 MT 1434090.00

4.16 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704. 18.00 8387 CUM 150966.00

TOTAL 2998608.00

MUNICIPAL COUNCIL AHIWARA

DETAILED ESTIMATE FOR BRIDGE

Item No. Particuler of Item No. L B D/H Qty. Unit

Bridge Sor 10-06-2026

2.1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete

I Ordinary soil

(i) Upto 3 m depth

Length of Bridge 60.00 M

Total Qty = 43.98 Cum

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition)

Total Qty = 32.97 Cum

II Ordinary rock (not requiring blasting)

Total Qty = 11.00 Cum

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition)

Total Qty = 11.00 Cum

2.2 Filling Annular Space Around Footing in Rock (Lean cement concrete M15 nominal mix.)

Deduct Footing (-) 4.40

2.6 Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specification.

foundation complete as per drawing and technical specification

A Using concrete mixture

(i) PCC Grade M15

Total Qty = 4.40 Cum

(vii) RCC Grade M-30

Pier footing 7 0.785x1.62 0.700 9.80

Total Qty = 29.09 Cum

2.24 Supplying, fitting and placing un-coated HSD (High strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specification as per section 1600.

Providing @ 90 kg/Cum For pier footing 29.09 x 90/1000 2.62

Total Qty = 2.62 MT

2.25 Taking exploratory boring 100 mm dia at the location of piers and abutments or for high embankments in approaches in types of strata as per I.R.C. 78-1983 and section 2400 of specifications.

Upto 1.0 m below bed level. 7 1 7.00 No.

Beyond 1.0 m upto 5.0 m depth. 7 4.000 28.00 Mtr.

Beyond 5.0 m depth. 7 8.000 56.00 Mtr.

3.6 Providing and laying Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200.(Newly laid concrete shall be covered by gunny bags)

D Height upto 5m

(a) Using Concrete Mixer

(iii) R.C.C. Grade M-30

Pier Shaft 7 0.785x12 8.000 43.96

TOTAL 42.00 Cum

3.7 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification section 1600 and 2200.

Providing @ 90 kg/Cum For pier 42.000 x 90/1000 3.780

Total Qty = 3.780 MT

3.17 Providing & Fixing inposition tar paper bearing for slab as per approved drawing and technical specification

SUPER-STRUCTURE

4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700.

B RCC Grade M 30

I For Solid Slab Super Structurre

Using Concrete Mixer

(ii) Height up to 5m To 10 m

Cantilever Portion 6x2 10.000 0.5x1.2x0.15 9.00 Cum

Crash Barrier 6 10.00 0.450 0.150 4.05 Cum

Total Qty = 235.20 Cum

4.2 Supplying, Fitting and placing HSD (High strength Deformed Steel ) bar reinforcement in super-structure complete as per drawing and technical specifications.

4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.

MUNICIPAL COUNCIL AHIWARA

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

Sno Code Particulars 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 2.00 1.5 0.20 1.20

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.

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).

Below Column Footing

4 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) satnami para ward 31 29,

6 13.7 Stone work with DHOLPUR SAND STONE (machine cut edge) exposed face fine dressed with rough backing for wall lining etc. (Veneer work) upto 10 metre height, backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 cement : 2 stone dust) with an admixture opigment matching the stone shade. (To be secured to the backing by means of cramps which shall be paid separately)

13.7.1 40mm. thick

For Steps (tread) 6 2.00 0.25 - 3.00

MUNICIPAL COUNCIL AHIWARA

PROPOSED CONSTRUCTION OF PUMP HOUSE

As Per PWD Building SOR w.e.f- 10.06.2026

S. No SOR PARTICULARS NO. L B H/D QTY. UNIT 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).

Total 16.00 Sqm 6.00 96.00

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 soil

3 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.

Filling At Side 60% 4.71

4 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.

5 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).

Below Plinth Beam

6 3.13 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.

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.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Column (Upto Ground Level)

Column(Ground Lvl to Plinth Lvl)

Column (Abv. Plinth Top to GF Slab Top)

Outer at Ground Lvl

All Area 1 9.00 sqm 0.12 1.08

8 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

As per Item No- 1 4.11 - - 4.11

@ 80 kg /Cum of Concrete 1 4.11 x 80.00 328.80

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.

Column (Upto Ground Level)

Column(Ground Lvl to Plinth Lvl)

Outer at Ground Lvl

Short Wall 4 2.60 - 0.30 3.12

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

Column (Abv. Plinth Top to GF Slab Top)

2.1.13 Weather shade, chhajja, Cornices and mouldings

2.1.8 Beams, lintels, cantilevers & walls

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

All Area 1 9.00 sqm - 9.00

10 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)

11 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)

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:

12 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 ransparent 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).

For Weight 1 3.02 x 12.00 36.24 Kg

13 12.4 52 mm thick cement concrete flooring with under layer of 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer of 12 mm thick cement metallic hardener concrete mix 1:2 (1 cement hardener mix : 2 stone aggregate of 6 mm size by volume) with metallic hardening compound of approved quality mixed with cement in ratio of 4:1 (4 cement : 1 metallic floor hardening compound by weight) including finishing etc. complete.

Floor Area 6.76

Skirting 20% extra 1.35

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.)

15 11.1 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

16 11.2 Providing and making 12mm thick cement plaster of mix:

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

Short Wall 2 2.60 3.25 16.90

17 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)

Short Wall 2 3.00 - 4.35 26.10

18 item no.14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare,JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work

As per item No- 16 - - - 26.30

As per item No- 17 - - - 28.90

As per item No- 18 - - - 47.30

19 item no.14.62 Providing and applying Acrylic washable Distemper or lite economy Plastic emulsion paint having VOC content less than 50gms/ lit Minimum two coats up to final finish applicd @ 1.25 Kg/ 10Sqm as per relevant L.S. Code 428:2000 (product such as Tractor Uno, Dulux Duval, Berger Bison, Opus Style/lite economy emulsion product such as Asian Tactor Spark Dulux Pomise sheen, Neroloc Litil Master, Berger Bison Lite, Nippon Superio.) 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 complete for the work.

On new work (Two or more coats)

20 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)

21 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm.

Total 6.00 Each 62.00 372.0

22 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.

8.12.2 35 mm. thick (single leaf)

8.15 Extra for double leaf shutter instead of single leaf. 1704+44 = 1748

23 8.58 Providing and fixing bright finished brass butt hinges with brass polished MS screws complete:

8.58.2 100x85x5.50 mm (Heavy Type)

Total 3.00 Each 166.00 498.0

24 8.60 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete:

Total 1.00 Each 292.00 292.0

25 8.61 Providing and fixing brass door latch with brass polished MS screws complete:

Total 2.00 Each 228.00 456.0

26 8.62 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete:

Total 1.00 Each 196.00 196.0

27 8.65 Providing and fixing bright finished brass door handles with brass polished MS screws complete:

Total 2.00 Each 47.00 94.0

28 9.15 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.

For Qty of steel= Areax20.0 kg/Sqm 1 3.02 x 20.00 60.40

29 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

As Per Item No- 28 - - - 3.02

30 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

As per item No- 28 - - - 3.02

For Area for Painting 1 4.91 x 2.50 12.28

34 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

Total 6.00 Each 97.00 0.0

Total 110665.41

Electrification 0.09 9959.89

G. Total 120625.30

MUNICIPAL COUNCIL AHIWARA

PROPOSED CONSTRUCTION OF GUARD ROOM

As Per PWD Building SOR w.e.f-10-06-2026

S. No SOR PARTICULARS NO. L B H/D QTY. UNIT 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).

Total 16.00 Sqm 6.00 96.00

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 soil

3 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.

Filling At Side 60% 4.71

4 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.

5 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).

Below Plinth Beam

6 3.13 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.

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.

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Column (Upto Ground Level)

Column(Ground Lvl to Plinth Lvl)

Column (Abv. Plinth Top to GF Slab Top)

Outer at Ground Lvl

All Area 1 9.00 sqm 0.12 1.08

8 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

As per Item No- 1 4.11 - - 4.11

@ 80 kg /Cum of Concrete 1 4.11 x 80.00 328.80

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.

Column (Upto Ground Level)

Column(Ground Lvl to Plinth Lvl)

Outer at Ground Lvl

Short Wall 4 2.60 - 0.30 3.12

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

Column (Abv. Plinth Top to GF Slab Top)

2.1.13 Weather shade, chhajja, Cornices and mouldings

2.1.8 Beams, lintels, cantilevers & walls

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

All Area 1 9.00 sqm - 9.00

10 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)

11 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)

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:

12 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 ransparent 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).

For Weight 1 3.02 x 12.00 36.24 Kg

13 12.4 52 mm thick cement concrete flooring with under layer of 40mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer of 12 mm thick cement metallic hardener concrete mix 1:2 (1 cement hardener mix : 2 stone aggregate of 6 mm size by volume) with metallic hardening compound of approved quality mixed with cement in ratio of 4:1 (4 cement : 1 metallic floor hardening compound by weight) including finishing etc. complete.

Floor Area 6.76

Skirting 20% extra 1.35

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.)

15 11.1 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

16 11.2 Providing and making 12mm thick cement plaster of mix:

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

Short Wall 2 2.60 3.25 16.90

17 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)

Short Wall 2 3.00 - 4.35 26.10

18 Item no.14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare,JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work

As per item No- 16 - - - 26.30

As per item No- 17 - - - 28.90

As per item No- 18 - - - 47.30

19 Item no.14.62 Providing and applying Acrylic washable Distemper or lite economy Plastic emulsion paint having VOC content less than 50gms/ lit Minimum two coats up to final finish applicd @ 1.25 Kg/ 10Sqm as per relevant L.S. Code 428:2000 (product such as Tractor Uno, Dulux Duval, Berger Bison, Opus Style/lite economy emulsion product such as Asian Tactor Spark Dulux Pomise sheen, Neroloc Litil Master, Berger Bison Lite, Nippon Superio.) 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 complete for the work.

On new work (Two or more coats)

20 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)

21 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm.

Total 6.00 Each 62.00 372.0

22 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.

8.12.2 35 mm. thick (single leaf)

8.15 Extra for double leaf shutter instead of single leaf.

23 8.58 Providing and fixing bright finished brass butt hinges with brass polished MS screws complete:

8.58.2 100x85x5.50 mm (Heavy Type)

Total 3.00 Each 166.00 498.0

24 8.60 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete:

Total 1.00 Each 292.00 292.0

25 8.61 Providing and fixing brass door latch with brass polished MS screws complete:

Total 2.00 Each 228.00 456.0

26 8.62 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete:

Total 1.00 Each 196.00 196.0

27 8.65 Providing and fixing bright finished brass door handles with brass polished MS screws complete:

Total 2.00 Each 47.00 94.0

28 9.15 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.

For Qty of steel= Areax20.0 kg/Sqm 1 3.02 x 20.00 60.40

29 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

As Per Item No- 28 - - - 3.02

30 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

As per item No- 28 - - - 3.02

For Area for Painting 1 4.91 x 2.50 12.28

34 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

Total 6.00 Each 97.00 0.0

Total 110665.41

Electrification 0.09 9959.89

G. Total 120625.30

MUNICIPAL COUNCIL AHIWARA

" RAIN WATER HARVESTING (1.00X1.00X1.20 M) "

S.No. PARTICULAR NO. L B H/D QTY. UNIT RATE ( in Rs.) AMOUNT (in Rs.)

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 soil

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).

(BUILDING SOR ITEM NO.-3.2.1) 0.39 CUM 3539.00 1380.21

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 all complete: 3.12.1 Thermo-Mechanically treated bars FE 415 4.8 0.2 133.44

(SOR ITEM NO.-3.12.1) 70 kg/cum 19.5 KG 46.00 897.00

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

5 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately)

Stone boulders of size range 5 cm to 20 cm, in recharge pit (ITEM NO.-21.14.1) 1 1.00 1.00 0.40 0.40 CUM 734.00 293.60

Gravels of size range 5 mm to 10 mm, over the existing layer of boulders (ITEM NO.-21.14.2) 1 1.00 1.00 0.30 0.30 CUM 685.00 205.50

Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel (ITEM NO.-21.14.3) 1 1.00 1.00 0.20 0.20 CUM 400.00 80.00

(BUILDING SOR ITEM NO.-21.14)

6 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 soil (FOR PIPELINE) 1 50.0 0.30 0.30 4.50 CUM 157.00 706.50

(BUILDING SOR ITEM NO.-1.1.1)

7 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm. In depth consolidation each deposited layer by ramming and watering with a lead upto 50M. And lift upto 1.5M.

(BUILDING SOR ITEM NO.-1.17)

8 Providing and filling in open area with sand /crusher dust and hard moorum under floor in layers not exceeding 20 cm in depth and consolidating each deposited layer by ramming and watering, including dressing etc. complete.

50% of Item No 1 - Pipe Dia - - - - 2.25 CUM 315.00 708.75

(BUILDING SOR ITEM NO.-1.18)

9 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

(BUILDING SOR ITEM NO.-18.76.3)

Total Rs. 27193.00

Total 4 nos RWH Amount 108772.00

MUNICIPAL COUNCIL AHIWARA

FILLING WORK for Levelling of site

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

Sno Particulars No L B 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.

Grand Total 0.00

Already included for depth of 2 m in plntation cost estimate, so deleted from here

MUNICIPAL COUNCIL AHIWARA

PROPOSED CONSTRUCTION OF TOILET

S.no. Item No. Qty Unit Rate Amount

1 Up to Plinth Top 54510.14

2 Ground Floor 270708.53

Total 325218.66

3 Electrification (Internal) 9% 29269.68

4 Sanitary & Plumbing Work 6% 19513.12

5 Septic Tank 31189.75

Sub Total 405191.21

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF UP TO PLINTH TOP

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

Sno Code Particulars No L B H/D Qty Unit 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).

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 soil

Below Ground Beam

Vertical Beam 3 4.00 0.30 0.20 0.72

Horizontal Beam 3 8.20 0.30 0.20 1.48

4 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 Ground Beam

Vertical Beam 3 4.00 0.30 0.10 0.36

Horizontal Beam 3 8.20 0.30 0.10 0.74

5 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).

Below Column Footing

Below Ground Beam

Vertical Beam 3 4.00 0.30 0.10 0.36

Horizontal Beam 3 8.20 0.30 0.10 0.74

6 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 Ground Lvl

Column Ground Lvl to Plinth top

Vertical Beam 3 4.00 0.20 0.30 0.72

Horizontal Beam 3 8.20 0.20 0.30 1.48

7 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 excavated earth - - - - 15.70

8 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.

Column upto Ground Lvl

Column Ground Lvl to Plinth top

Vertical Beam 6 4.00 - 0.30 7.20

Horizontal Beam 6 8.20 - 0.30 14.76

9 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

@.80kg per cum of concrete 1 4.73 x 80.0 378.4

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF GROUND FLOOR

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

Sno Code Particulars No L B H/D Qty Unit Rate Amount

1 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).

3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Column upto slab Top

Vertical Beam 3 4.00 0.20 0.30 0.72

Horizontal Beam 2 8.20 0.20 0.30 0.98

Ground floor area 1 8.20 4.00 0.125 4.10

2 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

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

Column upto slab Top

2.1.8 Beams, lintels, cantilevers & walls

Vertical Beam 6 4.00 - 0.30 7.20

Horizontal Beam 4 8.20 - 0.30 9.84 (252+172)

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Ground floor area 1 8.20 4.00 - 32.80

3 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

@ 80kg per cum of concrete 1 7.36 x 80.00 588.7

4 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)

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:

Vertical wall 2 4.00 0.20 2.10 3.36

Horizontal wall 2 8.20 0.20 2.10 6.89

5 11.1 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

Ground floor area 1 8.20 4.00 - 32.80

6 11.2 12mm thick cement plaster of mix:

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

Vertical wall 12 1.50 2.10 37.80

Horizontal wall 12 1.20 2.10 30.24

7 11.3 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)

Vertical wall 2 4.00 2.20 17.60

Horizontal wall 2 8.20 2.20 36.08

9 12.74 Providing and fixing rectified glazed ccramic Floor tiles of 1st quality conforming to IS: 15622-2017 of approved make, in all colours, shades over 20 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.

12.74.1 Size 300×300mm thickness 7 to 8mm

For Toilet Area 6.00 1.20 1.50 10.80

10 12.75 Providing and fixing rectified glazed ceramic wall/dado tiles of 1st quality conforming to IS: 15622-2017 of approved make, in all colours, shades 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.

12.75.1 Size 300x450mm thickness 7 to 8mm

For Toilet Area 6.00 5.40 2.10 68.04

11 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)

12 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.

8.1.2 Sal, bijasal, benteak, khair, haldu

13 8.14 Providing and fixing flush door shutters, core of block board construction with frame of first class hard wood and well matched first class Indian teak ply veneering on one face and commercial ply veneering on the other face of the shutter with vertical grains, cross bands and face veneering excluding hinges.

8.14.1 40 mm. thick (single leaf)

14 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm.

Total 12.00 Each 62.00 744.0

15 8.148.2 8.148 Providing and fixing factory made UPVC door frame made of UPVC profile section having an overall dimension as below (tolerance ± 1mm) with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge 8.148.2 Extruded section Profile size 42x50 mm.

16 8.149.2 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. 8.149.2 30 mm thick door shutters with styles and rails of size 60x30 mm

17 8.58 Providing and fixing bright finished brass butt hinges with brass polished MS screws complete:

8.58.2 100x85x5.50 mm (Heavy Type)

18 8.60 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete:

Total 9.00 Each 292.00 2628.00

19 8.61 Providing and fixing brass door latch with brass polished MS screws complete:

20 8.62 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete:

Total 9.00 Each 196.00 1764.00

21 8.65 Providing and fixing bright finished brass door handles with brass polished MS screws complete:

Total 18.00 Each 47.00 846.00

22 9.15 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.

Ventilation grill

For Qty of steel= Areax20.0 kg/Sqm 1 2.43 x 20.00 48.60

23 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 and panelling 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).

For weight (10 kg/ Sqm) 1 2.43 x 10.00 24.30

24 9.59 Extra for providing and fixing reflective glass panes in aluminium door, window, ventilator shutters and partitions instead of float glass.

9.59.3 6 mm thickness

As per item No- 23 - - - 2.43

25 Item no.14.72 Providing and applying Glossy finish Enamel paint mimimum 2 Coats in al surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel Dulux Promise Premium Enamel Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work.

MUNICIPAL COUNCIL AHIWARA

EXTERNAL DEVELOPMENT-SEPTIC TANK

Based on C. G. P.W.D ROAD S.O.R.15.06.2026

SN DESCRIPTION OF ITEM 1 NO MEASUREMENT QTY RATE UNIT 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 level

1.1.1 In all types of soils.

PWD S.O.R. ITEM-1.1.1

1.9 Extra rate for lead for every 50m lead or part thereof and upto 150 m beyond 50 m free lead and 1.5 m free lift by manual means only

1.9.1 For Soils

PWD S.O.R. ITEM -1.9.1

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.

[PWD S.O.R.P-ITEM NO.-1.18]

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).

PWD S.O.R.- ITEM NO.-3.1.3

4 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.

[PWD S.O.R. ITEM NO.-1.17]

Total qty of excavation - sand filling+PCC+RCC upto GL 13.88

5 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)

PWD S.O.R.-ITEM NO.-7.5.4

6 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) andshelves (cast in situ)

PWD S.O.R.- Item No.-2.1.7

7 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works up to plinth level excluding cost of form work

3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

PWD S.O.R.-Item no.-3.2.1

Subtotal 0.04 (3539+83)

8 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

PWD S.O.R.-Item no.-3.12.1

9 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.2 In Cement Mortar 1:4 (1 cement : 4 fine sand)

PWD S.O.R.-Item no.-11.2.2

10 11.5 Neat Cement punning.

PWD S.O.R.-Item no.-11.5 Area of plasrter 23.1

11 20.14 Supplying and fixing C.I. cover without frame for manholes :

20.14.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.

PWD S.O.R.-Item no.-20.14 1 1.00 1.00

Say in Lakh 0.31

MUNICIPAL COUNCIL AHIWARA For

ESTIMATE FOR BATHYMETRIC SURVEY AND SEDIMENTATION PROFILE GENERATION

As per CG WRD SOR 1 MAY 2025

S.NO Sor No. PARTICULARS OF ITEMS L B H/D QTY. UNIT RATES AMOUNT

Length to be taken - 36925 m

Calculation- Length of inner side of pond - 390 m, 285 m. Width of inner side of pond - 130 m, 220 m.

Assuming survey grid to be of 5 m x 5 m,

the no. of longitudinal Length (390 m) to be surveyed = 25 9750.00

the no. of longitudinal Length (285 m) to be surveyed = 43

the no. of width side Length (130 m) to be surveyed = 20 2600

the no. of width side Length (220 m) to be surveyed = 56

1 1.126 Topographic survey for Bathymetry Survey of Reservoir using Trimble SPS855 DGPS Receiver, Geomax RTR system and Auto level including geotagging of above, all lead and lifts etc., complete. 36925

2 1.127 Single beam Bathymetry Survey using Bathy 500 Single beam echo sounder and accessories and Hypack data acquisition and survey vessel navigation software package including geotagging of above, all lead and lifts etc., complete. #REF!

3 1.128 Sedimentation Studies using Sub Bottom profiler including geotagging of above, all lead and lifts etc., complete.

TOTAL 358172.50 #REF! GST

MUNICIPAL COUNCIL AHIWARA

DETAIL ESTEMATE

SOLAR STREET LIGHT

As per C.G PWD Electrical SOR w.e.f- 10-06-2026

S.no SOR Particulars Qty Unit Rate Amount

1 6.81 Supplying, Installation, testing and commissioning of hybrid solar street luminaire of housing made of extruded Aluminium and IP65 Ingress protection. The all in one solar street lighting system having system lumen output up to 120 LPW (as per LM79 report of NABL accredited lab only), CCT of 6500k (+/- 500k) and CRI> 70, L70 should be of 50000 hours or more. The luminaire should be having SMD type LEDs with secondary lens / optics suitable for street lighting application, MPPT charge Controller and DC driver and automatic dusk to dawn operation feature. The All in one Solar Street light must have hybrid feature under which LED light can be operate by both AC mains & DC supply. The integrated luminaire should have monocrystalline PV module. Lithium battery pack having upto 10Hrs, of autonomy with full power mode and upto 36Hrs. of autonomy with saving mode. Specially designed in built PIR sensor allows to sense motion i.e. if a human is within sensor range then streetlight is at 100% full power lighting mode otherwise if no movement is detected to save energy it dims down to 30% of power.

6.81.2 40w, 80Wp Monocrystalline Panel 12.8V 35Ah Lithium Ferro Phsophate (LifeP04) battery. 52.00 Each 41319.00 2148588.00

2 19.8 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 4mm thick anchor plate, 4 nos 24mm 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)

19.8.1 9 metre high, dia 155mm at bottom and 90mm at top, base plate size 260x260x16mm, foundation bolts 750mm long 52.00 Each 11878.00 617656.00

3 19.4 Supply of GI PIPE POLE made of "B" class GI pipe making necessary hole for cable entry and providing earthing stud (welded at specified height) including painting with one coat of red oxide zinc chromate primer 12 x 64

4 19.5 Providing and welding M.S. base plate of size 300x300x3mm at bottom of GI/MS pipe pole. 52.00 Each 141.00 7332.00

5 19.12 Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel 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 per specification.

6 19.13 Providing and making suitable CC pole collar (muffing) in Cement Concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) of size 0.4 m dia and 0.4 m height from existing CC foundation. 52.00 Each 213.00 11076.00

7 19.24 Painting of following height steel tubular poles with two coat of approved colour and shade synthetic enamel paint including cleaning the surface as per specification:

19.24.4 Above 10 metre and upto 12 metre. 52.00 Each 326.00 16952.00

8 6.25 Supplying, installation, testing and commissioning of following LED Strip Light fitting complete with Electronic Driver Heat sink Capacitor and all other accessories, including connection, earthing etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. IP-65

6.25.2 15 watt per metre LED Strip 364.00 Each 335.00 121940.00

MUNICIPAL COUNCIL AHIWARA

ESTIMATE FOR HIGH MAST LIGHT

As per C.G PWD Electrical SOR w.e.f-10-06-2026

Sno SOR Details of item NO L QTY UNIT RATE Amount

1 23.14 Supplying, laying and fixing following size submersible cable along with GI/PVC/HDFC pipe line or laid in ground etc as per specification and IS : 694(2010). Submersible cable should be rust proof, safe from oil / grease and under chemical / Abrasion resistant.

2 15.4 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 masonry open duct as per specification, IS: 1554 (1988, Part 1) & IS: 7098 (1988, Part 1).

3 15.6 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 25x3 mm M.S flat clamp and steel dash fastener/ G.I. bolts and nuts as per specification , IS: 1554 (1988, Part 1) & IS: 7098 (1988, Part 1).

4 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, 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

5 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)

Total Amount Rs. 350238.00

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF C.C. TV & CAMERA

Electrical S.O.R ITEM-10.06.2026

Sno Particulars No L Qty Unit Rate Amount

1 27.12 Supplying, installation, testing and commissioning of 2 MP 27.13 DOME Camera weather & dust proof IP based Fixed Lens day/night Camera (IP66) 2Megapixel CMOS Image Sensor.H.265/ H.264 triple-stream encoding, WDR(120dB), Day/Night UL, CE, FCC Certified as per the specifications. 5 5 Each 4330.00 21650.00

2 27.22 Supplying installation, testing and commissioning of 32 Channel NVR 8 Sata Port Up to 32 channel IP camera input, Max 320Mbps incoming bandwidth, Smart H.265+/H.265/Smart H.264+/H.264/MJPEG, Up to 12MP resolution preview and playback, Support 8 SATA HDDs up to 10TB each, 1 eSata, 4 USB(2 USB3.0, 2USB2.0), 2 HDMI / 2 VGA simultaneous video output ONVIF Version 2.4 conformance, Alarm In/out 16/6, Two way talk 1 Channel Input, 2 Channel Output RCA, 1 RS485, 1 RS232 2 RJ-45 port (10/100/1000Mbps), Support ANPR Camera as per the specifications. 3 3 Each 52199.00 156597.00

3 27.17 Supplying installation, testing and commissioning of 2 MP PTZ Camera of weather & dust proof IP based Dome PTZ (Pan Tilt & Zoom) true day& night camera,1/2.8 2MP PS CMOS Image sensor, Max. 50/60fps@1080P,Color: [email protected]; [email protected] (IR on), Powerful 45x (3.95~177.7 mm) Optical and 16x Digital zoom, WDR(120dB), 3D DNR, Day/Night(ICR),Defog, ROI, EIS, AGC, BLC, HLC, Support Starlight Function, Up to 300 presets, auto scan, 8 tour, 5 pattern, auto pan, Tripwire, Intrusion, Abandoned/Missing, Face Detection, Heat Map, IR Range of 200 Mtr., Max 300° /s pan speed, 360° endless pan rotation, Built-in 7/2 alarm in/out Micro SD card 256GB, IP67, IK10, Support PoE+, UL, CE FCC certified as per the specifications. 3 3 Each 56785.00 170355.00

4 27.31 Supplying, installation, testing and commissioning of 16 Port Giga PoE switch 10/100/1000 16 Port with 2 Giga SFP uplink, PoE switch Power Budget 150 watt, Single Port Max 30W, Al Extend AI VLAN as per the specifications 5 5 Each 14114.00 70570.00

5 27.39 Supplying, installation, testing and commissioning of 8 TB Surveillance Hard disk drive Complete as required 3 3 Each 18407.00 55221.00

6 27.41 Supplying, installation, testing and commissioning of 16 Port Non PoE Giga Byte Switch 10/100/1000 16 Port Gigabit Network Switch as per the specifications. 2 2 Each 5978.00 11956.00

7 27.43 Supplying, installation, testing and commissioning of 24 Port Non PoE Managable Giga Byte Switch 10/100/1000 24Port Gigabit Managed L3 Network Switch with 4 Gigabyte SFP Port 2 2 Each 22090.00 44180.00

8 27.49 Supplying, installation, testing and commissioing of following size LED Monitor, table/wall mount with inbuild speaker minimum 5Wx2,with minimum 1 No of HDMI and USB port including remote control, connecting cable, batteries, and all accessories, connection etc complete as per specification

9 1.15 Supplying and fixing of following sizes FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with accessories in concealed complete as per specification and IS: 9537 (2000 Part 5)

10 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)

2.13.6 3 X 4 sq. mm in 25mm conduit 126 126 Metre 109.00 13734.00

2.13.9 3 X 16 sq. mm in 32mm conduit 138 138 Metre 321.00 44298.00

11 32.6 Supplying following UTP 4 pair Cat 6 LAN cable cable in company pack coils.

12 26.17.6 CO2 type Fire Extinguisher ISI marked confirming to IS:15683:2018 Capacity 3Kg. INITIAL CHARGE:- Carbon dioxide used in extinguishers shall comply with IS 15222. FIRE RATING:- 34B. Complete with Hose Assembly and horn, locking arrangement, operation manual, bracket with two screw and sleeve

Total 844161.00

MUNICIPAL COUNCIL AHIWARA

WATER COOLAR WITH RO PURIFICATION SYSTEM

ELECTRICAL SOR 10.04.2026

S. no. Particulars Nos Estimate no. Rate Amount

2 Water Cooler 2 25478.00 50956.00

Total 117292.00

In Words : Two Crore Seventy Lacs Thirty three Thousand Six Four Only

MUNICIPAL COUNCIL AHIWARA

RO PURIFICATION SYSTEM

S.no. SOR Item no. Particulars Quantity Unit Rate Amount

1 ELECTRICAL SOR 10.6.2026 24.24 Supplying, installation, testing and commissiong of following capacity of RO purification system with UF/UV/TDS controler and UV lamp {IS 14724 Ultra voilet disinfection} and minimum three stage purification, automatic on/off, output water conferming standard IS 10500 with inbuild storage tank including all accessories connection etc complete as per specification.

24.24.2 50 Ltrs/hr output capacity 1 EACH 33168.00 33168.00

Say Rs. (In Lacs) 0.33

MUNICIPAL COUNCIL AHIWARA

ELECTRICAL SOR 10.06.2026

S.no. SOR Item no. Particulars Quantity Unit Rate Amount

1 ELECTRICAL SOR 2026 24.23 Supplying, installation, testing and commissiong of following size drinking water cooler storage type ISI marked, eco friendly non CFC refrigarant, water tank and cooler cabinet sheet material- stainless steel {grade AISI 304} with thickness>= 0.8 mm, with PUF insulation including all accessories connection etc complete as per specification.

Say Rs. (In Lacs) 0.25

MUNICIPAL COUNCIL AHIWARA

ESTIMATION LED BOLLARDS

As Per PWD Electrical SOR w.e.f- 10-06-2026

SNO ITEM NO. PARTICULARS NO L B H/D QTY UNIT RATE AMOUNT

1 ELECTRIC SOR 2026(6.22.1) Supplying, installation, testing and commissioning of following 230/250 volts LED BOLLARD fitting cool white/warm white (Colour Temperature 3000/4000/5600/6000 K) with electronic driver, heat sink, capacitor and all other accessories on existing foundation/ pole bracket including connection, earthing eto complete as per specification. P.F. should be greater than 0.9. LED chip efficacy ratio >100 lumens /watt 450.0001164

Add 2% Watersupply & Sanitation 0.00

Add 3% Peripheral Development 0.00

CONSULTANCY AND CONTINGENCY 2.50% 0.00

MUNICIPAL COUNCIL AHIWARA

FLOATING TREATMENT WATER WETLANDS 63420 area

Sno Particulars Qty Unit Rate Amount 0.25% area for floating wetlands (%)

1 Floating Treatment Water Wetlands

Product Specifications 158.55 area for floating wetlands sq.m.

Dimensions: 1.2 m (L) x 1.2 m (W) x 0.4 m (H) 1.44 area of one unit of floating wetlands (sq.m.)

Purpose: Improving water quality, beautifying water bodies, and ecosystem restoration. 110.1041667 No. of floating wetlands

Product Type - Floating Wetlands (floating structure) Payment Terms - Cash in Advance (CID), Cheque, Cash Advance (CA) Supply Ability - 100 Per Month Delivery Time - 45 Days Packaging Details - The Price mentioned is exclusive. Packaging,transport cost and additional accessories like plants, chains, etc. will be charged. Main Domestic Market - All India Product Unit - 5 Piece/Pieces Moq - 1 Packsize - 1 Price 55000.00 INR (Approx.) Stock Quantity - 15 Unit Type - Piece/Pieces Currency - INR Mop - 1 Returnable - No Brand Name Clean-Water Price Type - fixed Minimum Order Quantity - 1 Minimum Ordered Packs - 1 GSTIN - 0%

Rate = 55000.00/- + 5% Transporting + 10% Contractor Profit = 63,250/- 110.00 PIECE 61900.00 6809000.00

Total (without GST) 6809000.00

GST (18% of base rate) 1225620.00 18.0%

MUNICIPAL COUNCIL AHIWARA

Open Gym (NON SOR)

S. NO. ITEM DESCRIPTION RATE QTY UNIT AMT

OPEN GYM EQUIPMENTS

1 Open Gym TWISTER All plastic parts are made of ABS/PP material, thickness 3–5 mm. Structure made of MS ‘B’ class, 12–14 gauge ISI marked. Central rotating system fitted with heavy duty bearings. Top surface provided with anti-skid rubber layer. All metal parts are powder coated. 43000 1 nos 43000.00

LEG PRESS All seating parts made of high density foam with PU leather. Structure made of MS ‘B’ class, 12–14 gauge ISI marked. Guide rods made of stainless steel. Weight plates made of cast iron. All metal parts are powder coated. 52000 1 nos 52000.00

All plastic parts made of FRP material, thickness 4–5 mm. Structure made of MS ‘B’ class, 12–14 gauge ISI marked. Surface provided with anti-skid texture. Base fitted with spring/rotating mechanism. All metal parts are powder coated. 40000 1 nos 40000.00

Seating made of high density foam with PU leather. Structure made of MS ‘B’ class, 12–14 gauge ISI marked. Weight system made of cast iron plates. Guide rods made of stainless steel. All metal parts are powder coated. 70000 1 nos 70000.00

AIR WALKER Footrests made of FRP/ABS plastic, thickness 4–5 mm. Structure made of MS ‘B’ class, 12–14 gauge ISI marked. Fitted with heavy duty bearings for smooth motion. Handles with rubber grips. All metal parts are powder coated. 55000 1 nos 55000.00

MULTI FUNCTION L TRAINER Structure made of MS ‘B’ class, 12–14 gauge ISI marked. Bars made of heavy duty MS pipe. Handles provided with rubber grips. Designed for multiple upper body exercises. All metal parts are powder coated. 45000 1 nos 45000.00

ROWER Seat made of high density foam with PU leather. Frame made of MS ‘B’ class, 12–14 gauge ISI marked. Sliding rail fitted with rollers/bearings. Resistance system provided with adjustable mechanism. All metal parts are powder coated. 52000 1 nos 52000.00

SITUP BOARD Board made of FRP/wooden base with cushioning.Padding made of high density foam with PU leather. Structure made of MS ‘B’ class, 12–14 gauge ISI marked.Foot support provided with foam rollers.All metal parts are powder coated. 43000 1 nos 43000.00

TOTAL 400000.00

MUNICIPAL COUNCIL AHIWARA

Abstract & Statement Of Quotation

Childrens Play Equipments (NON SOR)

S. NO. ITEM DESCRIPTION RATE QTY UNIT AMT

CHILDRENS PLAY EQUIPMENTS

1 Childrens Play Equipments MGR All palstic parts are made of FRP material.Thickness 4-5mm. Structure made of MS 'B' class 14 gauge ISI marked. All material are powdear coated. 32000 4 nos 128000.00

DOUBLE BAR Dimensions: 2700*560*1400MM Material: Pre Galvanized Mild Steel, Thickness: 3 mm. Main 3mm Paint: All Weather Double Layer Powder Coated Paint. 20000 1 nos 20000.00

CIRCULAR SWING All palstic parts are made of FRP material.Thickness 4-5mm. Structure madfe of MS 'B' class 14 gauge ISI marked. All material are powdear coated 35000 2 nos 70000.00

2 SLIDE All palstic parts are made of FRP material.Thickness 4-5mm. Structure madfe of MS 'B' class 14 gauge ISI marked. All material are powdear coated. 55000 3 nos 165000.00

SEE SAW All palstic parts are made of FRP material.Thickness 4-5mm. Structure madfe of MS 'B' class 14 gauge ISI marked. All material are powdear coated. 20000 5 nos 100000.00

SWING All palstic parts are made of FRP material.Thickness 4-5mm. Structure madfe of MS 'B' class 14 gauge ISI marked. All material are powdear coated. 25000 5 nos 125000.00

ROCKING BOAT Product Area (feet) : 4.3 X 1.6 Safe Play Area (feet) : 7.5 X 5 Kids : Upto 2 Platform height : No Platform Height Equipment Type : Thrillers 25000 5 nos 125000.00

3 LADDER CLIMBER All palstic parts are made of FRP material.Thickness 4-5mm. Structure madfe of MS 'B' class 14 gauge ISI marked. All material are powdear coated. 21000 3 nos 63000.00

BACK EXTENTION Lie face down on the bench with hips at the edge Secure feet under footpads Cross arms over chest or behind head 25500 1 nos 25500.00

SITUP BOARD Type: Decline bench or incline board Angle: Adjustable incline (30-45 degrees) Length: 4-6 feet (1.2-1.8 meters) Width: 12-18 inches (30-45 cm) Material: Padded vinyl or foam-covered steel frame 23000 1 nos 23000.00

TOTAL 844500.00

MUNICIPAL COUNCIL AHIWARA

Abstract & Statement Of Quotation

S. No. FIRM NAME OF ELEMENT QTY AMOUNT AMT

1 GAZEBO CAST IRON GAZEBO Gazebo Specification Size 10 x 10 Railing :- Material :- CASTING Gazebo Height Canopy Center Height :- 13 Feet Pillar Height :- 8 Feet Pillar Shape :-CASTING Pillar :- 4 nose Gazebo Roof Roof Sheet :- PROFILE SHEET Roof Pipe :- 50mm*50mm Support Pipe:- 40mm*40mm 1 250000.00 250000.00

TOTAL 250000.00

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF FILTER AERATOR SYSTEM ( NON SOR )

S. No. DESCRIPTION RATE QTY UNIT AMT

1 AERATORS Automatic Grade Floating Aerators, Motor Speed 1440 RPM, 10 HP, Oxygen transfer capacity: 1.5 kg/HP/Hr 495000 10.00 NOS 4950000.00 63420.00 Area

TOTAL AMT. 4950000.00 3 depth

0.5 raise in DO

95130 grams oxygen required

95.13 kg oxygen required

10 hours of operation

9.513 oxygen transfer rate (kg/hr)

65% Efficiency of aerators

14.6 Oxygen transfer rate capacity

1.5 rate per aerator (kg/hr)

9.756923077 No. of aerators

Nut Bolt Weight 15% 201.66

1 No Truss weight 1546.06

Plate 750x750 12mm Thick 18x4 0.56 @ 94.2

MUNICIPAL COUNCIL AHIWARA

ESTIMATE FOR FLOATING JETTY

Sno Item No L B D/H Qty Unit Rate Amount

NON- SOR Star Suppliers HDPE Floating Jetty Platforms

TOTAL 528000.00

MUNICIPAL COUNCIL AHIWARA

ESTIMATE FOR PADDLE BOAT

Sno item No Length Qty Unit Rate Amount

NON- SOR PADDLE 4 SEATER BOAT 4.00 EACH 65000.00 260000.00

TOTAL 260000.00

MUNICIPAL COUNCIL AHIWARA

Abstract & Statement Of Quotation

WATER SPRINKLERS

S. No. ITEM NAME OF ELEMENT QTY AMOUNT AMT

1 WATER SPRINKLERS- General Information Product Type: Rotating Water Sprinkler Application: Irrigation (agriculture, lawns, gardens, nurseries) Operation Mode: Automatic rotation driven by water pressure Construction & Material Body Material: High-quality Brass Corrosion Resistance: Yes (suitable for outdoor and long-term use) Finish: Polished / Anti-rust coating Durability: Heavy-duty, designed for continuous operation Performance Specifications Inlet Connection Size: 3/4 inch (BSP/NPT compatible depending on fitting) Operating Pressure: 1.5 bar (optimal performance range: 1.5 – 3 bar) Water Flow Rate: Approx. 8–15 L/min (varies with pressure) Spray Radius (Coverage): Up to 10 meters Coverage Area: Suitable for medium-sized irrigation zones Spray Characteristics Spray Pattern: Half Circle (180° coverage) Rotation Type: Continuous / Impact-driven rotation Droplet Size: Medium (efficient water distribution with minimal misting) Uniformity: Even distribution across coverage area 22 380.00 8360.00

MUNICIPAL COUNCIL AHIWARA

Abstract & Statement Of Quotation

S. No. ITEM NAME OF ELEMENT QTY AMOUNT AMT

1 POND FILTER TECHNICAL SPECIFICATIONS Filter Type: Biological Sand / Media Filter Application: Fish Pond Water Cleaning & Circulation Material: FRP (Fiber Reinforced Plastic) Tank Operation: Automatic / Semi-Automatic Multiport Valve Performance: Flow Rate: 10,000 – 25,000 LPH (depending on model) Filtration Media: Silica Sand / Activated Carbon / Bio Media Filtration Accuracy: Up to 20–40 microns Operating Pressure: 2.5 – 4 bar Power Requirement: Voltage: 220–240V, Single Phase Power Consumption: 0.5 – 2 HP Pump Installation Type: Surface Mounted 2 63000.00 126000.00

TOTAL 126000.00

MUNICIPAL COUNCIL AHIWARA

ESTIMATE OF SITTING CHAIR

Sno ITEM Particulars No Qty Unit Rate Amount

1 SITTING CHAIR CAST IRON GARDEN BENCH -UC-814/A GD Area : 1.2 x 0.45 meter Length : 1.20 meter Width : 0.45 meter Seating Height : 0.45 meter Structure : MS Rect, Pipe ( 2”x½”) LEGS : CI Pannel PAINT & COATING : 2 Layers Of Reputed Make Paint Or Oven Baked Powder Coating Whichever Is Feasible.

MUNICIPAL COUNCIL AHIWARA

S. No. FIRM COMPONENT SPECIFICATION QTY. UNIT RATE AMT

1 DUSTBIN FRP Pole-Mounted Outdoor Dustbin 6 EACH 7380.00 44280.00

Type of Dustbin Ground Anchored - Swing type Bins Mounted on Poles

Mounting Configuration 2 Bins Mounted with 3 Pole

Capacity of each Bin (In Liters) 90 liter

Material of Container FRP

Material of Support Structure/Pole Mild Steel as per IS 2062 (Powder Coated)

Type of Container/Bin Wall Solid (Non-Perforated)

Rain Protection Roof/Canopy Not Provided

Total Cost 44280.00

MUNICIPAL COUNCIL AHIWARA

Operation & Maintenance (For 5 Year)

Sno Code Particulars No L B H/D Qty Unit Rate Amount

DSR 2020 HORTICULTURE

1 2.4 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge. Month Plantation area (2600 sq.m. & paved pathways (300 sq.m.)

2.40.5 Play grounds / Public parks 1 2900.00 Sqm. 2900.00 Per Sqm per Month 2.40 6960.00 69762

Total (For 1 Month For 6 Mali) 41760.00

Total (For 1 Year For 6 Mali) 501120.00

2 High skilled ( उच्चकुशल ) Floating Wetland Maintenance, Aerator, eletrification and plumbing 1 Rs./ month 13092 13092.00

Total (For 1 Month For 3 highly skilled labourer) 39276.00

Total (For 1 Year For 3 highly skilled labourer) 471312.00

Assume 1 Hour x 9 Unit- 9.00

1 Day 10 Hours x 9 Unit- 90.00

1 Month: 300 Hour x 9 Unit- 2700.00

1 Year 3600 Hour x 9 Unit- 32400.00 Unit 8.00 259200.00

Power Cost for 1 Year 259200.00

Total (For 1 Year For 6 Mali) 501120.00

Total (For 1 Year For 3 highly skilled labourer) 471312.00

Repair & Maintenance Floating Aerators for 1 year (2.5% of Aerator's cost) 123750.00

Water Quality Test 36000 For One Year 36000.00

For 1 Year O&M Total 1391382.00

For 5 Year O&M Total 6956910.00

Grand Total 6956910.00

Say Rs. (In Lacs) 69.57