Construction of Overhead Water Tank & Development of Pipe line Work at NAGAR PALIKA MAHASAMUND

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND,DISTT- MAHASAMUND[ C.G. ]

DETAILE ESTIMATE OF PROPOSED CONSTRUCTION OF 5 LAKH LITRE OVER HEAD WATER TANK NEAR SHANKRACHARYA SANSKRITIK BHAVAN.

5 LAKH LITRE O.H.T.

[AS per P.H.E.D. U.S.O.R 2020 & AMENDMENT NO-07/2022]

Note : Following - POINT (01-14.19), Chapter -XXIII (R.C.C ELEVATED SERVICE RESERVATION)

S.N. Item Code PARTICULERS OF ITEMS No L B H/D Quantity Unit Rate Amount Rate

CONSTRUCTION OF 5 LAKH LITRE CAPACITY OVER HEAD WATER TANK STAGING 16 M.

1 14.1 page-96/97 Designing (structurally & aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically as per staging of the ESR. including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling & disposing off the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, scour, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as Aluminum Ladder, C.I. manhole frame and covers water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing RCC staircase from ground level to balcony level along with columns and from balcony level roof top level along with container wall, M.S. grill gate of 2 mtr. height with locking arrangement of approved design RCC chambers for all valves, ventilating shafts, providing and applying three coats of weather coat paints to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge

23.2 page no 97 Cost of 500000 lit capacity

2 14.17 The rates are applicable for staging height of 12 m. These ratesshall be increased or decreased for per metre variation in this staging height as below:-

page 96 (ii) More than 12 m to 15 m staging - 2 % per metre 6.00 Percentage

(iii) More than 15 m to 20 m staging - 3% per metre 3.00 Percentage

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND, DISTT- MAHASAMUND [ C.G. ]

DETAILE ESTIMATE OF PROPOSED CONSTRUCTION OF 1 LAKH LITRE OVER SUMP TANK NEAR SHANKRACHARYA SANSKRITIK BHAVAN.

1 LAKH LITRE GROUND SERVICE RESERVIOR

[AS per P.H.E.D. U.S.O.R 2020 & AMMENDMENT NO-07/2022]

Note : Following - POINT (01-14.19), Chapter -XXIV (GROUND SERVICE RESERVOIR AND SUMP WELL)

S.N. Item Code PARTICULERS OF ITEMS No L B H/D Quantity Unit Rate Amount Rate

CONSTRUCTION OF 1 LAKH LITRE GROUND SERVICE RESERVIOR AND SUMP

1 24.12 Page no 97 Point 1 To Point 14.5 (page - 110 To 112) Cost of 100000 lit capacity

lgk;d vfHk;Urk mi vfHk;Urk uxj ikfyd fuxe] fHkykbZ uxj ikfyd fuxe] fHkykbZ rduhdh LohÑfr Øa- ---------------------- fnukad ------------------- okMZ Øa- 38 dk;Z dk uke %& okMZ Ø- 38 fl/nkFkZ Ldwy esa dejk fuekZ.k dk;ZA ds fy, jkf'k :i;s %& 5-50 yk[k 'kCnksa esa %& ikap yk[k ipkl gtkj :i;s ek= dh rduhdh LohÑfr iznku dh tkrh gS A dk;Zikyu vfHk;Urk uxj ikfyd fuxe] fHkykbZ 410331.00

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND,DISTT- MAHASAMUND[ C.G. ]

NAME OF WORK - EXTENSION OF DI PIPE LINE NEAR SHANKRACHARYA SANSKRITIK BHAVAN

ESTIMATE OF DI PIPE

[AS per P.H.E.D. U.S.O.R 2020 & AMMENDMENT NO-07/2022]

S.N. Item Code PARTICULERS OF ITEMS No L B H/D Quantity Unit Rate Amount Rate

CONSTRUCTION OF 5 LAKH LITRE CAPACITY OVER HEAD WATER TANK STAGING 16 M.

1 Item 18.29.1, Page 52 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in-charge. Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix )

2 Item 18.15, Page 225 Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed

3 Item 18.22, Page 52 Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. In depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils

4 Item 18.24, Page 52 Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply)

5 Item 4.1, Page 2 Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) conforming to IS: 8329/ 2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018

300 mm Dia 1179.00 Metre

6 Item 4.3, Page 2 Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS 8329 /2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018

200 mm Dia 200.00 Metre

7 Item 4.11, Page 6 Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining.

200 mm Dia 20.00 Each

300 mm Dia 118.00 Each

8 Item 4.13, Page 6 Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.

200 mm Dia 8.00 Each

300mm Dia 24.00 Each

9 Item 4.15, Page 7 Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.

200 mm Dia 8.00 Each

300mm Dia 24.00 Each

10 Item 4.17, Page 7 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.

200 mm Dia 8.00 Each

300mm Dia 24.00 Each

11 Item 4.23, Page 11 Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000.

200mm x150 mm 8.00 Each

300 m m x250 mm 12.00 Each

12 Item 4.25, Page 13 Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS: 9523/2000 having dimension as per table 21 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000.

200 mm x150 mm 8.00 Each

300 mm x 250 mm 12.00 Each

13 Item 4.53, Page 22 Providing & fixing of following Ductile iron double flanged sluice valves glandless, resililent (soft seated) non-rising spindle with body bonnet of ductile cast iron of grade GGG 40/SGI 400/12 or equivalaent grade or of higher tensile strength grade, as per IS: 3896 part-II-1986 and subsequent revision, wedge fully rubber lined with EPDM food grade quality and seals of NBR. The valve should be with replaceable nut and replaceable sliding shoes, valve stems shall be of single piece thread rolled. Sluice valve shall be compitable for buried applications without valve chambers. The valve should be vaccum tight and 100% leakproof with face to face dimensions as BS: 5163-89/ IS: 14846/2000/DIN 3204 F4 and flange connections as per IS: 1538. Valve should be with electrostatic powder coatilng both inside and outside (thickness 250micron)with pocketless strailght thro body passage including jointing and testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.

200 mm Dia 2.00 Each

300 mm Dia 12.00 Each

14 Item 18.40.1.3, Page 53 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)

In foundation and plinth 1:3:6 (M-10)

For Reconstruction of CC Road 200mm dia

300 mm Dia 93.57 Cum

15 Item 18.41.1.4, Page 53 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)

In foundation and plinth 1:1:2 (M-25)

16 Item 18.64.1, Page 56 Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for:

Foundation , footing, bases of columns ,etc for mass concrete

17 Item 18.79, Page 58 Construction of Brick masonary valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm M-20 RCC chamber cover size 130x100cmx120cm including cost of materials, labour etc.complete.

18 Item 19.20, Page 66 Provision for jointing of Rising main to supmp well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge.

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND,DISTT- MAHASAMUND[ C.G. ]

DETAILE ESTIMATE OF PROPOSED CENTRIFUGAL MONOBLOCK PUMP INSTALLATION WORK NEAR SHANKRACHARYA SANSKRITIK BHAVAN.

5 LAKH LITRE O.H.T.

[AS per P.H.E.D. U.S.O.R 2020 & AMENDMENT NO-07/2022]

S.N. Item Code PARTICULERS OF ITEMS No L B H/D Quantity Unit Rate Amount Rate

CENTRIFUGAL MONOBLOCK PUMP (7.50 H.P.)

1 34.20.1 12 (page 355) U.S.O.R 2020 Supplying & Installation of approved Make required capacity 3 phase, 50 Hz, 415V, Centrifugal Monoblock pump, with Starter, i/c single phase preventor, conncetions, base channel foundation etc. as required as per specifications but excluding Pipe and connection cable.

(iii) 7.5 H.P. Head Mt.24-37, Discharge LPM 780-320

2 34.20.1 07 (page 355) U.S.O.R 2020 Supplying and laying of submersible flat cable Ismarked 3 core copper wire of suitable size with proper clamping of approved make.

(i) 2.5 sq. mm. muiti strand 60.00 Metre

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND, DISTT- MAHASAMUND[ C.G. ]

DETAIL ESTIMATE OF PROPOSED PUMP HOUSE NEAR SHANKRACHARYA SANSKRITIK BHAVAN

AS PER BUILDING S.O.R. 2015

S.NO P. N. PARTICULAR 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 8/1.1.1 Excavation for all types and sizes of foundations, trenches and drains or for …..upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

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.

4 1.26.1 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 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

6 3.1.3 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

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

7 3.2.1 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

8 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:

9 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

10 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 formwork

11 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

11.1 2.1.6 Foundations, footings, base of columns and plinth beam in any shape and size.

11.2 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

11.3 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 7.36 sqm

11.4 2.1.8 Beams, lintels, cantilevers & walls 7.36

12 7.4.1 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

13 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:

14 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer.

15 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 of red oxide zinc chromate primer..

16 11.1.2 6 mm thick cement plaster of mix:

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

17 11.2.4 12mm thick cement plaster of mix:

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

18 11.3.4 15mm thick cement plaster of mix:

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

19 12.3.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement

75 mm thick 3.24 sqm

19 12.2 25mm thick cement concrete flooring with 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with floating cost of neat cement

19 14.51 Providing and applying 2 mm thick ready mix exterior grade puttyn(manufactured with cow dung processing) on walls to make the surface smooth and even.

20 14.49.1 Wall painting premium emulsion (plastic) manufactured with the cow dung processing emulsion paint of required shade to give aneven shade.

On new work (two or more coats) 17.61 sqm

21 14.50 Painting exterior surface with SMOOTH exterior emulsion paint manufactured with the cow dung processing to give protective and decorative finish including cleaning washing of surface etc. complete with:

On new work (two or more coats applied @ 1.43 lit/10 sqm over) 22.54 sqm

22 14.22.1 Painting on new work (two or more coats) to give an even shade with : Satin synthetic enamel paint

23 19.18 Supply & ercetion of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90 cm x90 cm x60 cm with 40 x40 x5 mm angle Iron frame to fix it 200 mm below ground level with hold fasts grouted in foundation and 300 mm above ground level for clearance suitable for fixing of control panel, fuse unit, mainswitch etc. as per approved specification.

ADD EXTRA 5 % FOR ELECTRIFICATION

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND,DISTT- MAHASAMUND[ C.G. ]

DETAILE ESTIMATE OF PROPOSED CONSTRUCTION OF 5 LAKH LITRE OVERHEAD WATER TANK NEAR ASHIRWAD OLDAGE HOME.

5 LAKH LITRE O.H.T.

[AS per P.H.E.D. U.S.O.R 2020 & AMENDMENT NO-07/2022]

Note : Following - POINT (01-14.19), Chapter -XXIII (R.C.C ELEVATED SERVICE RESERVATION)

S.N. Item Code PARTICULERS OF ITEMS No L B H/D Quantity Unit Rate Amount Rate

CONSTRUCTION OF 5 LAKH LITRE CAPACITY OVER HEAD WATER TANK STAGING 16 M.

1 14.1 page-96/97 Designing (structurally & aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically as per staging of the ESR. including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling & disposing off the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, scour, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as Aluminum Ladder, C.I. manhole frame and covers water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing RCC staircase from ground level to balcony level along with columns and from balcony level roof top level along with container wall, M.S. grill gate of 2 mtr. height with locking arrangement of approved design RCC chambers for all valves, ventilating shafts, providing and applying three coats of weather coat paints to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge

23.2 page no 97 Cost of 500000 lit capacity

2 14.17 The rates are applicable for staging height of 12 m. These ratesshall be increased or decreased for per metre variation in this staging height as below:-

page 96 (ii) More than 12 m to 15 m staging - 2 % per metre 6.00 Percentage

(iii) More than 15 m to 20 m staging - 3% per metre 3.00 Percentage

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND,DISTT- MAHASAMUND[ C.G. ]

DETAILE ESTIMATE OF PROPOSED CONSTRUCTION OF 1 LAKH LITRE OVER SUMP TANK NEAR ASHIRWAD OLDAGE HOME

1 LAKH LITRE SUMP TANK

[AS per P.H.E.D. U.S.O.R 2020 & AMENDMENT NO-07/2022]

Note : Following - POINT (01-14.19), Chapter -XXIV (GROUND SERVICE RESERVOIR AND SUMP WELLS)

S.N. Item Code PARTICULERS OF ITEMS No L B H/D Quantity Unit Rate Amount Rate

CONSTRUCTION OF 1 LAKH LITRE GROUND SERVICE RESERVIOR AND SUMP

1 24.12 Page no 97 Point 1 To Point 14.5 (page - 110 To 112) Cost of 100000 lit capacity

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND,DISTT- MAHASAMUND[ C.G. ]

NAME OF WORK - EXTENSION OF DI PIPE LINE NEAR ASHIRWAD OLDAGE HOME.

ESTIMATE OF DI PIPE

[AS per P.H.E.D. U.S.O.R 2020 & AMENDMENT NO-07/2022]

S.N. Item Code PARTICULERS OF ITEMS No L B H/D Quantity Unit Rate Amount Rate

CONSTRUCTION OF 5 LAKH LITRE CAPACITY OVER HEAD WATER TANK STAGING 16 M.

1 Item 18.29.1, Page 52 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in-charge. Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix )

2 Item 18.15, Page 225 Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed

3 Item 18.22, Page 52 Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. In depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils

4 Item 18.24, Page 52 Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply)

5 Item 4.1, Page 2 Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) conforming to IS: 8329/ 2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018

300 mm Dia 600.00 Metre

6 Item 4.3, Page 2 Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS 8329 /2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018

200 mm Dia 850.00 Metre

7 Item 4.11, Page 6 Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining.

200 mm Dia 85.00 Each

300 mm Dia 60.00 Each

8 Item 4.13, Page 6 Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.

200 mm Dia 34.00 Each

300mm Dia 12.00 Each

9 Item 4.15, Page 7 Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.

200 mm Dia 34.00 Each

300mm Dia 12.00 Each

10 Item 4.17, Page 7 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.

200 mm Dia 34.00 Each

300mm Dia 12.00 Each

11 Item 4.23, Page 11 Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000.

200mm x150 mm 34.00 Each

300 m m x250 mm 6.00 Each

12 Item 4.25, Page 13 Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS: 9523/2000 having dimension as per table 21 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000.

200 mm x150 mm 34.00 Each

300 mm x 250 mm 6.00 Each

13 Item 4.53, Page 22 Providing & fixing of following Ductile iron double flanged sluice valves glandless, resililent (soft seated) non-rising spindle with body bonnet of ductile cast iron of grade GGG 40/SGI 400/12 or equivalaent grade or of higher tensile strength grade, as per IS: 3896 part-II-1986 and subsequent revision, wedge fully rubber lined with EPDM food grade quality and seals of NBR. The valve should be with replaceable nut and replaceable sliding shoes, valve stems shall be of single piece thread rolled. Sluice valve shall be compitable for buried applications without valve chambers. The valve should be vaccum tight and 100% leakproof with face to face dimensions as BS: 5163-89/ IS: 14846/2000/DIN 3204 F4 and flange connections as per IS: 1538. Valve should be with electrostatic powder coatilng both inside and outside (thickness 250micron)with pocketless strailght thro body passage including jointing and testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.

200 mm Dia 9.00 Each

300 mm Dia 6.00 Each

14 Item 18.40.1.3, Page 53 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)

In foundation and plinth 1:3:6 (M-10)

For Reconstruction of CC Road 200mm dia

300 mm Dia 92.04 Cum

15 Item 18.41.1.4, Page 53 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)

In foundation and plinth 1:1:2 (M-25)

16 Item 18.64.1, Page 56 Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for:

Foundation , footing, bases of columns ,etc for mass concrete

17 Item 18.79, Page 58 Construction of Brick masonary valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm M-20 RCC chamber cover size 130x100cmx120cm including cost of materials, labour etc.complete.

18 Item 19.20, Page 66 Provision for jointing of Rising main to supmp well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge.

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND,DISTT- MAHASAMUND[ C.G. ]

DETAIL ESTIMATE OF PROPOSED PUMP HOUSE NEAR ASHIRWAD OLDAGE HOME.

AS PER BUILDING S.O.R. 2015

S.NO P. N. PARTICULAR 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 8/1.1.1 Excavation for all types and sizes of foundations, trenches and drains or for …..upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

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.

4 1.26.1 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 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

6 3.1.3 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

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

7 3.2.1 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

8 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:

9 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

10 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 formwork

11 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

11.1 2.1.6 Foundations, footings, base of columns and plinth beam in any shape and size.

11.2 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

11.3 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 7.36 sqm

11.4 2.1.8 Beams, lintels, cantilevers & walls 7.36

12 7.4.1 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

13 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:

14 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer.

15 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 of red oxide zinc chromate primer..

16 11.1.2 6 mm thick cement plaster of mix:

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

17 11.2.4 12mm thick cement plaster of mix:

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

18 11.3.4 15mm thick cement plaster of mix:

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

19 12.3.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement

75 mm thick 3.24 sqm

19 12.2 25mm thick cement concrete flooring with 1:2:4 cement concrete (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with floating cost of neat cement

19 14.51 Providing and applying 2 mm thick ready mix exterior grade puttyn(manufactured with cow dung processing) on walls to make the surface smooth and even.

20 14.49.1 Wall painting premium emulsion (plastic) manufactured with the cow dung processing emulsion paint of required shade to give aneven shade.

On new work (two or more coats) 17.61 sqm

21 14.50 Painting exterior surface with SMOOTH exterior emulsion paint manufactured with the cow dung processing to give protective and decorative finish including cleaning washing of surface etc. complete with:

On new work (two or more coats applied @ 1.43 lit/10 sqm over) 22.54 sqm

22 14.22.1 Painting on new work (two or more coats) to give an even shade with : Satin synthetic enamel paint

23 19.18 Supply & ercetion of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90 cm x90 cm x60 cm with 40 x40 x5 mm angle Iron frame to fix it 200 mm below ground level with hold fasts grouted in foundation and 300 mm above ground level for clearance suitable for fixing of control panel, fuse unit, mainswitch etc. as per approved specification.

ADD EXTRA 5 % FOR ELECTRIFICATION

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND,DISTT- MAHASAMUND[ C.G. ]

DETAILE ESTIMATE OF PROPOSED CENTRIFUGAL MONOBLOCK PUMP INSTALLATION WORK NEAR ASHIRWAD OLDAGE HOME

[AS per P.H.E.D. U.S.O.R 2020 & AMENDMENT NO-07/2022]

S.N. Item Code PARTICULERS OF ITEMS No L B H/D Quantity Unit Rate Amount Rate

CENTRIFUGAL MONOBLOCK PUMP (7.50 H.P.)

1 34.20.1 12 (page 355) U.S.O.R 2020 Supplying & Installation of approved Make required capacity 3 phase, 50 Hz, 415V, Centrifugal Monoblock pump, with Starter, i/c single phase preventor, conncetions, base channel foundation etc. as required as per specifications but excluding Pipe and connection cable.

(iii) 7.5 H.P. Head Mt.24-37, Discharge LPM 780-320

2 34.20.1 07 (page 355) U.S.O.R 2020 Supplying and laying of submersible flat cable Ismarked 3 core copper wire of suitable size with proper clamping of approved make.

(i) 2.5 sq. mm. muiti strand 60.00 Metre

lgk;d vfHk;Urk mi vfHk;Urk uxj ikfyd fuxe] fHkykbZ uxj ikfyd fuxe] fHkykbZ rduhdh LohÑfr Øa- ---------------------- fnukad ------------------- okMZ Øa- 38 dk;Z dk uke %& okMZ Ø- 38 fl/nkFkZ Ldwy esa dejk fuekZ.k dk;ZA ds fy, jkf'k :i;s %& 5-50 yk[k 'kCnksa esa %& ikap yk[k ipkl gtkj :i;s ek= dh rduhdh LohÑfr iznku dh tkrh gS A dk;Zikyu vfHk;Urk uxj ikfyd fuxe] fHkykbZ 410331.00

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund

OFFICE OF THE MUNICIPAL COUNCIL, MAHASAMUND,DISTT- MAHASAMUND[ C.G. ]

DETAILE ESTIMATE OF PROPOSED BORE WELL NEAR ASHIWAAD OLDAGE HOME.

Rates taken as per S.O.R.(P.H.E.) 01.06.2020 & ammendment no 07/2022-2023

S.N. Item Code PARTICULERS OF ITEMS No L B H/D Quantity Unit Rate Amount Rate

A Building SOR 01.01.2015

1 28.1 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot with three soundings for drilling of tube well within the selected Habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs

G. Total 1.00 per successful Point 185.00

2 29.3 Drilling of perfectly vertical bore hole of a diameter to receive 150 mm nominal diameter casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 150 mm nominal diameter M.S /GI /UPVC casing pipe inside the bore hole including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc.complete.

a in all type of collapsible strata consisting of soils, clays, sand , moorum, gravel, blouders etc 1 G. Total 60.00 meter

b In all types of rocks. 1 G. Total 125.00 meter

3 29.9 providing and fixing of well cap on top of the tube well for protection

150mm dia 1 1.00

G. Total 1.00 each 185.00

4 20.10 Construction of concrete block over dry tube wells for protection of size 0.45x0.45x0.45m in M-15 cement concrete mix complete work.

G. Total 1.00 each 185.00

5 3(page 356) ISI Mark 32 mm dia. G.I. riser pipe in 3 meter length socketed on one end as per I.S. 1239 (Part I) 1990 up-to- date amendments and socket as per I.S. 2062/1990 up-to-date amendment, Part-C, General Note: 27.28.10

G. Total 185.00 meter

6 6(page 356) ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per I.S.: 1239 (Part-2) 1992 with IV th revision ( Up-to- date amendments), Part-C, General Note: 27.28.10

G. Total 30.00 Meter 185.00

7 30.2 Labour charges for assembling, centering and lowering of properly designed casing pipeb assembly inside the bore hole drilled for construction of Gravel Packed tube well including the cost of providing and fixing of centraliser, and transportation of casing assembly etc. complete .

Casing assembly composed of 150 m.m. dia. UPVC blank and screened pipes.

8 34.18.4 Labour only for lowering of three phase submersible pumping set in the tube well with pipe line assembly, electrical cable, testing etc. completeincludingconnecting the electrical cable from pump & starter

3 HP to 7.5 HP - Depth up to 150 mtr. 1.00 job

9 34.20.10 6 Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4"/6" tube well with Contral Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe,SS/ Nylon wire rope and connection cable.

(iv) 5 H.P. with 10 to 11,stages, Head Mt. 101-40 Discharge LPM 60-270 1 1.00

G. Total 1.00 Each 185.00

10 34.20.10 Supplying and laying of submersible flat cable ISImarked 3 core copper wire of suitable size with proper clamping of approved make.

2.5 Sq.mm.multi strand 1 195.00

G. Total 195.00 Meter

TOTAL 410331.00

lgk;d vfHk;Urk mi vfHk;Urk uxj ikfyd fuxe] fHkykbZ uxj ikfyd fuxe] fHkykbZ rduhdh LohÑfr Øa- ---------------------- fnukad ------------------- okMZ Øa- 38 dk;Z dk uke %& okMZ Ø- 38 fl/nkFkZ Ldwy esa dejk fuekZ.k dk;ZA ds fy, jkf'k :i;s %& 5-50 yk[k 'kCnksa esa %& ikap yk[k ipkl gtkj :i;s ek= dh rduhdh LohÑfr iznku dh tkrh gS A dk;Zikyu vfHk;Urk uxj ikfyd fuxe] fHkykbZ 410331.00

Amount of 02 unit

Sub Engineer Chief Municipal Officer

Municipal Council Mahasamund Municipal Council Mahasamund