Construction of an overhead Water Tank in Ward No. 01 CSEB CHOUK

OFFICE OF THE MUNICIPAL COUNCIL JAMUL DIST - DURG (C.G.)

NAME OF WORK - constructing RCC elevated service reservoirs of following capacity

[ As per P.H.E. SOR 1 july 2022 ]

S.No. Proposed Components Qty. Unit Rate (In Rs.) Amount (In Rs.)

1 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.

The cost may change as per site condition looking to the uplift and type of strata.

The design of the structure be in accordance with relevant (I.S. 3370 - 1965 or revised)

For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatory.

The entire structure shall be in stage M-25, container M-30 mix only

Round mild steel bars grade - 1 Conforming to I.S. 432 part-I or high yield strength deformed bars Conforming to I.S. 1786 shall be used, grade-II mild steel bars will not be allowed. Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.

These rates includes providing RCC staircase from ground level to balcony level along with columns and from balcony level roof top level along with container wall, including railings.

Staging shall have to be designed with stresses of M-25 for E.S.R. However all RCC construction should be done in M-25.

These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site conditions.

75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.

The rates indicated in the table are including the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and by-pass arrangement. The scope of work, however andincludes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials up to 5 m beyond outer face of outermost column.

For ESR C.I. (Horizontal cast spun) pipes with class A, pipes of required dia shall be provided and C.I. specials shall be used.

Below mentioned rates are for foundations, with individual footing with bearing capacity of 20 t/sqm. However, for raft foundations, these rates shall be increased by:-

(i) 10 % where safe bearing capacity (SBC) is less than or up to 5 t./sqm, (ii) 7.5 % where SBC is more that 5 t/sqm and up to 10 t/sqm, (iii) 5 % where SBC is more than 10 t/sqm. and up to 15 t/sqm, (iv) 2.5 % where SBC is more than 15 t/sqm and less than 20 t/sqm. This 10 % to 2.5% is applicable for estimation of amount of ESR

The contractor shall provide a dedicated fire fighting water filling arrangement at the proposed OHT. The arrangement shall include a suitable outlet connection with isolation valve, heavy duty stand post, quick filling coupling, and all necessary accessories required for filling Fire Brigade water tankers during emergency situations. The complete system shall be designed to facilitate safe, quick, and uninterrupted filling of fire tenders without affecting the normal water distribution system. The cost of all materials, valves, fittings, piping, civil works, supports, testing, commissioning, and all incidental works required for the complete installation shall be deemed to be included in the contractor's quoted rates, and no separate payment shall be made on this account

The rates shall be increased by 30% for bearing piles upto depth of 10 m & for further increased in depth by 5 m each, it shall be increased by another 10%. These rates are applicable where raft is not feasible for pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted group of piles shall be designed with pile cap for each column of ESR.

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:- (i) Less than 12 m to 10 m staging -minus 2% per metre (ii) More than 12 m to 15 m staging - 2 % per metre (iii) More than 15 m to 20 m staging - 3 % per metre (iv) More than 20 m staging - 4 % per metre

Following rates are for seismic Zone – III. For Zone IV, these rates shall be increased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this C.S.R.) RCC OHT 500 KL. & Staging 21 Mtr.

Rate for Elevated Service Reservoirs up to 21m staging

1. Cost of 500 KL capacity Rs. 5385052 . 3. There for 500 KL staging 21 mtr. = 5385052.00 + 25%= Rs. 6731315 Total Rs. 500kl Ltr.

Sub Engineer Chief Municipal Officer

Municipal Council JAMUL Municipal Council JAMUL

OFFICE OF THE MUNICIPAL COUNCIL JAMUL DIST - DURG (C.G.)

BOQ FOR CONSTRUCTION OF BOUNDARY WALL SIZE 25.00 X 25.00 X 2.1 M.

Estimated Cost Rs.-

S.No. CG PHE USOR CODE/ PAGE Proposed Components Qty. Unit Rate (In Rs.) Amount (In Rs.)

1 18.15 Earthwork in excavation of foundation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matel, dressing of sites and bottom and back filling with approved materials etc. and as per relavent codes in practice. Ordinary soil Up to 3m depth For Column

2 18.40.1.3 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) 1:3:6 (M-10) PCC in coloumn

3 18.64.1 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 Footing

Coloumn below GL

Total = 19.52 19.52 Cum

4 18.64.4 Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for: Lintels, beams , plinth beams, girders, bressumers andcantilevers. Plinth Beam inner

Total = 36.48 36.48 Cum

5 18.64.5 Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for: Columns, pillars, piers, Abutments, posts and Struts Coloumn above GL

Total = 30.24 30.24 Cum

6 18.42.1 Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) 1: 1.5:3 (M 20) Footing :- 20x0.80x0.20 = 3.20 Cum Pedestal :- 20x0.40x0.30x0.5x0.80x4.00 = 3.84 Cum Coulmun below GL - 18x0.20x0.20x0.40 = 0.288 Cum 2x0.30x0.30x0.40 = 0.072 Cum Plinth Beam :- 60.80x0.20x0.30 = 3.648 Cum Total :- 11.048 Cum 11.048 Cum

7 18.43+18.43.1/230 Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in superstructure up to 4 mtr. Height above plinth level (20mm graded metal) 1: 1.5:3 (M 20) Coulmun above GL - 18x0.20x0.20x1.80 = 1.30 Cum 2x0.30x0.30x1.80 = 0.324 Cum Total :- 1.624 Cum 1.624 Cum

8 18.44 Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/ccost of binding wire and wastage. @ 1.00% of quantity of concrete (11.048 + 1.624) = 12.672 cum x 1.00% x 7850 KG = 994.75 KG 994.750 KG

9 18.58.4 In Cement Mortar 1:6 Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete. In Cement Mortar 1:6 Super Stucture

Deduct door (-)

Deduct Coloumn (-)

Total = 19.19 19.19 Cum

10 18.60.4 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. 1:6(Cement 1: Sand 6) Inside walls

Deduct Door (-)

Total = 274.28 274.28 Sqm

11 18.47.2 Steel work in welded built-up section/ framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required. In gratings, frames, guard bar, ladder ,railings, brackets, gates and similar works Door :- 3.00x1.50 Mtr = 70 KG 70.00 KG

12 18.73 White washing with lime to give an even shade : New work (three or more coats ) quantity as per item no 09 = 274.28 sqm. 274.28 Sqm

13 18.76 Finishing walls with Acrylic Smooth exterior paint of required shade : New work ( two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm) quantity as per item no 09 = 274.28 sqm. 274.280 Sqm

14 18.77/235 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : ( two or more coats ) on New work Door

15 18.41.2.3 In walls and superstructure up to 4 mt. height above plinth (with 20mm nominal graded metal) 1:1.5:3 (M-20 ) Coaping

60 M BW RATE 420263 FOR 1M BW 7000 AND FOR 100 M BW

USOR The unified schedule of rates for water supply, sewerage & allied works (Part-A) enforced from 01/06/2020 issued by Engineer-in-Chief, Public Health Engg. Department Raipur

OFFICE OF THE MUNICIPAL COUNCIL JAMUL DIST - DURG (C.G.)

NAME OF WORK - BOQ OF LAYING OF DI IN PROPOSED OHT JAMUL

[ As per P.H.E. SOR 1 july 2022 ]

SR. NO ITEM DESCRIPTION NO. LENGTH WIDTH HEIGHT QUANTITY RATE AMOUNT

1 Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, cutter breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

SOR PHE 2022 Ch-18 item no 18.29.3 page 228

2 earth work in excavation of pipe trench including dressing watering and disposal of excavated earth to be levelled heatly dressed

SOR PHE 2022 Ch-18 item no 18.15+18.6 page 225&226

3 filling available excavated earth in trench plinth side of foundation in layers not exceeding 20cm in depth including consolidation of each deposited layer by ramming watering lead upto 50m

SOR PHE 2022 Ch-18 item no 18.22 page 227

filling for pipe trench 1.00 80.00 0.60 1.20 57.60

deduction for pipe -1.00 80.00 3.14 0.0176 -4.42

4 Providing and laying including labor Rubber ISI marked Gasket (push on) joint as per IS:5382/2018 to following DI pipes class K-7 and K-9 including testing of joints and cost of jointing materials (Rubber Gasket and soap solution etc.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

SOR PHE 2022 Ch-4 item no 4.1+4.2 +4.1page 02 1309+26=1335 0

5 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,100% leakproof 150 mm dia

SOR PHE 2022 Ch-4 item no 4.53 page 21

6 Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS:9523/2000 having dimension as per table 23 of : 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. 150mm dia v v

SOR PHE 2020 Ch-4 item no 4.7 page 4

7 18.40 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)

8 18.41 Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering& shuttering.

17 18.24 Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply)

SOR PHE 1 JUNE 2022 ITEM NO 18.24 PAGE 52

INTERCONNECTION WORK

11 earth work in excavation of pipe trench including dressing watering and disposal of excavated earth to be levelled heatly dressed

SOR PHE 2020 Ch-18 item no 18.15+18.19 page 51

12 Labour only for cutting following Ductile Iron pipes of any type andclass.

SOR PHE 20223Ch-19 item no 19.4 page 60

13 19.6 Chamfering of CI/DI pipes of all type sand classes to make suitable for tyton joints

SOR PHE 2022 Ch-19 item no 19.6 page 61

14 18.21 Pumping out water caused by springs, tides or river seepage, broken water mains or drains or well or the like.

SOR PHE 2022 Ch-18 item no 18.21 page 52

Sub Engineer Chief Municipal Officer

Municipal Council JAMUL Municipal Council JAMUL

OFFICE OF THE MUNICIPAL COUNCIL JAMUL DIST - DURG (C.G.)

NAME OF WORK - BOQ OF SUMP WELL IN PRAPOSED OHT JAMUL

[ As per P.H.E. SOR 1 july 2022 ]

SR. NO ITEM DESCRIPTION NO. LENGTH WIDTH HEIGHT QUANTITY RATE AMOUNT

1 Ground Service Reservoirs and Sump Wells are follows: S.No. Capacity of Liters Unit For Seismic Zone-III Rate

SOR PHE 2022 Ch-15 page 112 item 24.10 Cost of 150000 lit capacity

2 Supply installation testing and commissioning of Open Well Vertical Turbine Pump Set complete with suitable three phase induction motor base frame foundation bolts delivery pipe suction arrangement valves control panel and all necessary accessories for satisfactory operation. The pump shall be suitable for continuous duty and designed to deliver 42 Cubic Meter per Hour discharge at 32 Meter total head. The pump shall be fitted with cast iron casing stainless steel impeller stainless steel shaft bronze bearing bushes and suitable shaft sleeve. The motor shall be 7.5 kW 10 HP 415 Volt 50 Hz three phase squirrel cage induction type with Class F insulation IP55 protection and S1 continuous duty rating operating at approximately 2800 RPM. The delivery connection shall be 65 mm and suction connection shall be 150 mm complete with non return valve sluice valve pressure gauge and all interconnecting piping. The control panel shall consist of MCCB DOL starter contactor overload relay voltmeter ammeter selector switch indicating lamps single phasing preventer and dry run protection. The work shall include supply of power cable earthing civil foundation alignment testing trial run commissioning and all labour materials tools tackles transportation and incidental works required for complete installation and satisfactory performance of the pumping system. All materials and workmanship shall conform to relevant IS standards and CPHEEO guidelines.

2 2.00 EACH 2.00 #REF!

ADD 08 % FOR ELECTRIC WORK 10 % FOR FITTINGS 0

Sub Engineer Chief Municipal Officer

Municipal Council JAMUL Municipal Council JAMUL

OFFICE OF THE MUNICIPAL COUNCIL JAMUL DIST - DURG (C.G.)

BOQ FOR CONSTRUCTION OF SWITCH ROOM SIZE 3.00 X 3.00 X 3 M.

CG PHE USOR CODE/ PAGEAND PWD BUILDING SOR 10-06-2026

S.No. CG PHE USOR CODE/ PAGEAND PWD BUILDING SOR 10-06-2026 Proposed Components Qty. Unit Rate (In Rs.) Amount (In Rs.)

1 18.15 Earthwork in excavation of foundation for structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matel, dressing of sites and bottom and back filling with approved materials etc. and as per relavent codes in practice. Ordinary soil Up to 3m depth For Column

2 18.40.1.3 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) 1:3:6 (M-10) PCC in coloumn

3 18.64.1 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 Footing

Coloumn below GL

Total = 7.968 7.968 Cum

4 18.64.4 Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for: Lintels, beams , plinth beams, girders, bressumers andcantilevers. Plinth Beam inner

Total = 6.24 6.24 Cum

5 18.64.5 Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for: Columns, pillars, piers, Abutments, posts and Struts Coloumn above GL

Total = 5.76 5.76 Cum

6 18.42.1 Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) 1: 1.5:3 (M 20) Footing :-4x1.2*0.80x0.20 =.768 Cum Pedestal :- 04x0.40x0.30x0.5x0.80x4.00 = 2.08Cum Coulmun below GL - 4x0.20x0.20x0.40 = 0.064 Cum 2x0.30x0.30x0.40 = 0.072 Cum Plinth Beam :- 10.40x0.20x0.30 =0.624 Cum SLAB - 3.5X3.5X.12=1.47 Total :- 5.078 Cum 5.078 Cum

7 18.43+18.43.1/230 Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in superstructure up to 4 mtr. Height above plinth level (20mm graded metal) 1: 1.5:3 (M 20) Coulmun above GL - 18x0.20x0.20x1.80 = 1.30 Cum 2x0.30x0.30x1.80 = 0.324 Cum Total :- 1.624 Cum 1.624 Cum

8 18.44 Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/ccost of binding wire and wastage. @ 1.00% of quantity of concrete (5.07) = 5.07 cum x 1.00% x 7850 KG = 757.38KG 757.380 KG

9 18.58.4 In Cement Mortar 1:6 Brick work with open Bhatta bricks having crushing strength not less than 20 kg/cm² and water absorption not more than 25% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete. In Cement Mortar 1:6 Super Stucture

Deduct door (-)

Total = 5.82 5.82 Cum

10 18.60.4 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. 1:6(Cement 1: Sand 6) Inside walls

Deduct Door (-)

Total = 65.10 65.10 Sqm

11 18.47.2 Steel work in welded built-up section/ framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required. In gratings, frames, guard bar, ladder ,railings, brackets, gates and similar works Door :- 3.00x1.50 Mtr = 70 KG 70.00 KG

12 18.73 White washing with lime to give an even shade : New work ( three or more coats ) quantity as per item no 09 = 65 sqm. 65.00 Sqm

13 18.76 Finishing walls with Acrylic Smooth exterior paint of required shade : New work ( two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm) quantity as per item no 09 = 65 sqm. 65.000 Sqm

14 18.77/235 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : ( two or more coats ) on New work Door

USOR The unified schedule of rates for water supply, sewerage & allied works (Part-A) enforced from 01/06/2020 issued by Engineer-in-Chief, Public Health Engg. Department Raipur

Generated image: Electrical switch room plan and elevations