NIT NO: 346/AM/RMC/2026 RAIPUR DATED 13/08/2026

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FINANCIAL FLOW CHART OF CAPACITY ENHANCEMENT (WATER AUGMENTATION WORK) OF KUMHARI RESERVOIR WORK OF LAYING PIPELINE FROM SAMODA BARRAGE TO KUMHARI RESERVOIR OF RAIPUR DISTRICT

TOTAL PROPOSED COST: Rs. 23580.06 Lacs / Proposed Irrigation- 801 Ha. / Budget Allotment for the Year 2023-24 - Rs. 10.00 Lacs

S.No Work Head Proposed Cost 1st Qtr 2nd Qtr 3rd Qtr 4th Qtr End of 5th Qtr

Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.

Unit - II Canal Work

1 "A" Preliminary Nil 100% - - - - - - - 100% Nil

3 "C" Masonary Nil - - - - - - - - - -

4 "K" Building Nil - - - - - - - - - -

6 "M" Planitation Nil - - - - - - - - - -

7 "O" Miscellaneous Nil - - - - - - - - - -

8 "P" Maintenance Nil - - - - - 100% Nil 100% Nil

9 "R" Communication Nil - - - - - - - - - -

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Benefit - Cost Ratio

S. No. Particulars Amount (in Lakhs)

A Cost of Estimate :-

1 Unit - I Head works Nil

2 Unit - II Canals 23580.06

B Annual Benefits for 801 Ha.:-(As per agriculture Deptt.)

1 Value of Total agricultural produce before irrigation 1001.25

2 Cost of cultivation @ 30000/- Ha. 240.30

3 Net benefit before irrigation S. No. (1-2) 760.95

4 Value of Agricultural produce after irrigation 5707.13

5 Cost of cultivation @ 30000/- Ha. 240.30

6 Net benefit after irrigation S. No. (4-5) 5466.83

Net annual benefits Cost (6-3) 4705.88

C Annual Cost :-

1 Interest 10% capital cost Rs. 24143.85 Lakhs 2358.01

2 Depreciation 2% on capital cost Rs. 24329.95 Lakhs 471.60

3 Annual operation & Maintenance charges Rs. 120.00 per hact. for 801 Ha. 0.96

Proportionate energy charge for 4 month Operation pumped pipe line 160.00

D Benefit Cost Ratio

Annual benefits/Total Annual Cost 1.57 > 1.50

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Receipts from Produce before Irrigation

S. No. Name of crop Area in Hact. Produce Cost of cultivation Remark

Produce per ha. in Qtl. Total Produce in Qtl. Rate per Qtl. (Rs.) Value of total produce in Lakhs Per Ha. Total Lakhs

Electricity charges of pumps, modification supply of material - Rs. 160.00 Lakhs

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Receipts from Produce after Irrigation

S. No. Name of crop Area in Hact. Produce Cost of cultivation Remark

Produce per ha. in Qtl. Total Produce in Qtl. Rate per Qtl. (Rs.) Value of total produce in Lakhs Per Ha. Total Lakhs

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

GENERAL ABSTRACT

S. No. Sub Head Amount in Lakhs

1 "A" Preliminary Nil

3 "C" Masonry Nil

4 "K" Building Nil

5 "L" Earth work 23580.06

6 "M" Plantation Nil

7 "O" Miscellaneous Nil

8 "P" Maintenance Nil

9 "R" Communication Nil

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

S. No. Sub Head Amount in Lakhs

1 Estimate of Intake well ( Dia : 25.00x20.00X 15m in Depth , Pump House 25.00x20.00x10.00 M in HIGHT ) & RCC Approch Bridge -100M Length with Approach Road 300M Length

2 Providing and laying DI K-9 Clear water pumping main (Dia 1000 mm total length - 307000 RMT) 18647.05

3 Estimate of Pumping Machinery at Intake Well. (VT Pumps HP-600 Head 140M, 6W+3S) 2700.00

4 Construction of 15.00 Lakh capacity Ground Service Reservoir at junction 'A' 113.80

5 Provision for Three phase electric connection, installation of new transformer (1 working + 1 standby) and laying of new electrical line as per CSEB norms at Intake We (37500 KVA) 446.04

6 Bulk Flow Meters (3 Nos) 121.66

7 Allied Works (Compoumnd wall at GSR, Guard Room, Plantation at GSR site and Land Acquisition etc.) 1318.04

Add 1% Work charge & Contengencies 233.47

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 PHE Tamping in canal bed and sides including saturation up to 30cm depth for preparation of earthen sub-grade before laying in-situ cement concrete lining.

2 Providing and laying free draining sand below lining in canal bed and side slopes including compaction as per specification.

#REF! #REF! 83.20 cum #REF!

#REF! #REF! 88.40 cum #REF!

#REF! #REF! #REF! 418.60 cum #REF!

#REF! #REF! 1015.30 cum #REF!

#REF! #REF! 1019.20 cum #REF!

#REF! #REF! 1023.10 cum #REF!

#REF! #REF! 1027.00 cum #REF!

#REF! #REF! 1030.90 cum #REF!

#REF! #REF! 1034.80 cum #REF!

#REF! #REF! #REF! 3348.80 cum #REF!

#REF! #REF! #REF! 4386.60 cum #REF!

#REF! #REF! 213.20 sqm #REF!

#REF! #REF! 213.20 sqm #REF!

#REF! #REF! 163.80 sqm #REF!

#REF! #REF! #REF! 75.90 Kg #REF!

8a #REF! #REF! 3161.60 Kg #REF!

8b Filling foundations and around masonry works with soft soil or sand including watering and ramming

#REF! 214.50 Cum #REF!

#REF! #REF! #REF! 370.50 Kg #REF!

#REF! #REF! #REF! 216.00 sqm #REF!

#REF! #REF! #REF! 260.00 Kg #REF!

#REF! #REF! #REF! 1556.10 RM #REF!

#REF! #REF! #REF! 6131.00 RM #REF!

#REF! #REF! #REF! 2377.65 sqm #REF!

#REF! #REF! #REF! 202157.80 Kg #REF!

#REF! #REF! #REF! 370.50 Kg #REF!

#REF! #REF! #REF! 116.00 sqm #REF!

#REF! #REF! #REF! 57.75 sqm #REF!

#REF! #REF! #REF! 3891.00 No. #REF!

#REF! #REF! #REF! 433.50 RM #REF!

#REF! #REF! #REF! 1365.00 No. #REF!

#REF! #REF! 5% of TOTAL COST #REF!

Geological Investigation 5% of TOTAL COST #REF!

EOT Crane 5% of TOTAL COST #REF!

Electrification in Intake Well & Bridge 100000.00

#REF! #REF! Job 1821681.00

#REF! #REF! Job #REF!

SUB TOTAL RS. #REF!

GST @ 18% #REF!

GRAND TOTAL RS. #REF!

ESTIMATE FOR NALLAH LINING TO PIHAR NALLAH AND INCREASING HEIGHT OH WEIR

S. No. Particular Measurement Rate Per Amount

No. L B D/H Qty.

1 PHE Tamping in canal bed and sides including saturation up to 30cm depth for preparation of earthen sub-grade before laying in-situ cement concrete lining.

Length of Nalla Side walls 2 5000 5.00 50000.00 Sqm

Nalla Base 1 5000 4.50 22500.00 Sqm

(CGWRD, ITEM NO. 2502/P 201)

2 Providing and laying free draining sand below lining in canal bed and side slopes including compaction as per specification.

(CGWRD, ITEM NO. 2503/P 201) Total 7250.00 146.90 Cum 1065025.00

3 Providing and laying bitumen laminated waterproof paper I.S.:1398-1982 (Type1) over top of drains and sand surface b

(CGWRD, ITEM NO. 2505/P 202)

4 (a) Providing and placing in position cement concrete 1:3:6 with 40mm graded stone ballast for in-situ lining in canal bed including form work for laying in panels, vibration finishing, making grooves as per IS.3873, finishing curing for 28 days, cleaning etc., complete.

(CGWRD, ITEM NO. 2512(a)/P 203)

5 Providing and placing in position reinforced cement concrete 1:2:4 with 40mm graded stone ballast for in-situ lining in canal side slopes including form work, for laying in panels, screeding the surface of side slopes with winch operated slip form, finishing, making grooves as per IS:3873, curing for 28 days by constructing brick masonry drains with weep holes or perforated pipes on the coping at the top of lining or by sprinklers, cleaning etc. complete.

(CGWRD, ITEM NO. 2513(b)/P 204)

5 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning, straightening, cutting, bending, all handling, placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)- (a) Mild steel bars conforming to Grade-1 of IS : 432 (part-I) (b) Cold worked steel high strength bar

(CGWRD, ITEM NO. 1304/P 115)

6 Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work-

(CGWRD, ITEM NO. 2153/P 176)

By diesel pumps

More than 20HP to 30HP

25 HP 4 No of Pump 15 Hrs Daily for 60 Days 4 15 60 3600.00 542.10 Hr 1951560.00

7 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if required). Providing impervious / semi pervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-incharge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-incharge. Cum 866 Not

(CG PHED, ITEM NO. 20.1/P 78)

8 To increase height of weir at PIHAR Nalla

Providing and constructing part of weir to increase height including providing and laying RCC concrete , necessary reinforcement , plastering, railing replacement of FRP gates, inlet MS gate, dewatering, coffer dam etc complete.

Total Rs 134790123.00

In Lakhs Rs 1347.90

Add 18% GST Charges Rs 242.62

Total Rs 1590.52

Add 1% Contengencies Rs 159.05

Add 3% PMC Charges Rs 47.72

In Crores Rs 18.00

ESTIMATE FOR LINING TO PIHAR NALLA, RCC TANK, MANUAL SCREEN AND WMM ROAD

S. No. Particular Measurement Per

No. L B D/H Qty.

F F MECHANICAL SCREENS

1 NON SOR Providing and fixing Mechanical screen along with belt conveyer machineries etc complete as per specification given in tender doccuments

i MECHANICAL SCREENS 1 JOB

ii Civil work 1 JOB

iii Provision for solor 10 kw 1 JOB

F-1 NON SOR Operation and maintainance of Mechanical screen along with belt conveyer machineries etc complete as per specification given in tender doccuments FOR 5 YEARS 1 JOB

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Approach Bridge for Intake Well

Size 100 m X 3.5 = 350 sqm

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 625.00 1.43 sqm 894.00

2 404 (a) Excavation in soft rock including 50m lead and 1.5m lift with dressing. 400.00 390.00 cum 156000.00

3 2153 (b) Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work- b) By diesel pumps 20 to 30 HP 100.00 542.10 Hrs. 54210.00

4 715 (b) Cement concrete 1:2:4 with graded metal of maximum size -40mm 27.08 3348.80 cum 90669.00

5 1604 (c) RCC Grade M-30 (Super Structure for roof slab of motor/discharge room) with gallery 81.00 4386.60 cum 355315.00

6 1604 (c) 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). 143.24 4386.60 cum 628326.00

7 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280-1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 23.00 7590.00 MT 174570.00

9 2449 Providing and fixing in position 1m high pipe railing with 3 rows of 40mm G.I. pipes and R.S.J. posts ([email protected]/m) as per approved drawing No.T/SH/9-A (E-in-C, P.W.D.) including 3 coats of painting etc. complete. 205.00 1556.10 RM 319001.00

SUB TOTAL RS. 1821681.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Approach Bridge for Intake Well

Size 100 m X 3.5 = 350 sqm

S. No. / UCSR No. Particular Measurement Qty.

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 1 125 5 625.00 Sqm

2 404 (a) Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Up to 3m depth (Column Footing)

Ordinary rock (not requiring blasting)

Mechanical Means for Footings 50 2 2 2 400.00 cum

3 2153 (b) Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work- b) By diesel pumps 20 to 30 HP 100.00 Hrs.

4 715 (b) Cement concrete 1:2:4 with graded metal of maximum size -40mm

In foundation and plinth (PCC M15) 50 1.9 1.9 0.15 27.08 cum

5 1604 (c) RCC Grade M-30 (Super Structure for roof slab of motor/discharge room) with gallery

RCC Grade M-30 (For Beams and columns) 50 1.8 1.8 0.5 81.00 cum

6 1604 (c) 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).

For beam across the bridge 25 0.45 0.3 3.5 11.81

For beam along the bridge 2 30 0.6 0.3 10.80

Using Batching Plant, Transit Mixer and Concrete Pump. For solid slab super-structure (Height 5m to 10m)

Total 143.24 cum

7 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280-1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 232.28

(100 kg per cum of quantity of CC) 23.00 MT

8 2439 (b) Hand Rail

Concrete pillars M20 134 0.2 0.2 1.5 8.04 cum

9 2449 Providing and fixing in position 1m high pipe railing with 3 rows of 40mm G.I. pipes and R.S.J. posts ([email protected]/m) as per approved drawing No.T/SH/9-A (E-in-C, P.W.D.) including 3 coats of painting etc. complete. 1 205 205.00 R.Mtr

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

PUMPING MAIN FROM SAMODA TO JUNCTION POINT 'A'

Length of Pumping Main 30700 Rmt

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 92100.00 1.43 sqm 131703.00

2 201 (a) Dag-belling in all types of soil 614.00 312.00 Rmt 191568.00

3 401 (a) Excavation is soft or ordinary soil including 50m lead and 1.5m lift with dressing

30% Total Excavation Qty for Pipe line 46418.40 79.30 cum 3680979.00

For Thrust Blocks 5753.01 79.30 cum 456214.00

4 401 (b) Excavation in hard soil including 50m lead and 1.5m lift with dressing.

40% Total Excavation Qty 61891.20 93.60 cum 5793016.00

For Thrust Blocks 7550.83 93.60 cum 706758.00

5 404 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

20% Total Excavation Qty 30945.60 390.00 cum 12068784.00

For Thrust Blocks 3595.63 390.00 cum 1402297.00

6 405 (b) Excavation in hard rock including 50m lead and 1.5 m lift

Hard rock requiring chiseling / where blasting is prohibited.

10% Total Excavation Qty 15472.80 952.90 cum 14744031.00

For Thrust Blocks 1797.82 952.90 cum 1713139.00

6.1/1901 Dismantling rammed moorum and boulders cum 157.50 or rammed moorum and metal in foundations and under floors 7500.00 157.50 cum 1181250.00

7 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 (1000 mm dia) 30700.00 37940.00 Rmt 1164758000.00

7.1 Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints.

600 mm dia RCC NP-3 Pipes 75.00 2950.00 Rmt 221250.00

300 mm dia RCC NP-3 Pipes 75.00 1128.00 Rmt 84600.00

8 701+ 709 Filling foundations and around masonry works with soft soil or sand including watering and ramming.And Labour only for filling, ramming and watering (1000 mm dia) 14736.00 214.50 cum 3160872.00

9 MR 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 diaMtr/sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 62.00 298607.00 Each 18513634.00

10 MR 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 diaMtr/sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 41.00 202361.00 Each 8296801.00

11 MR 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 diaMtr /sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 62.00 146256.00 Each 9067872.00

12 MR Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS:9523/2000 having dimension as per table 18 of IS:9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 124.00 119099.00 Each 14768276.00

13/4443 ( 4) Supplying fixing and commissiong of CI Tamper proof Air valve approved make body and seat ring of bronze PN 1.6 confoirminmg to IS 14845 of specified diamter with all fixtures including costy of all material, machinery, labour etc complete. 60.00 54499.50 Each 3269970.00

14 MR Providing & fixing following ductile iron double flanged check valve without damper (non- returnvalve) including jointing &testing with cost of jointing material such asbolts,nuts and rubber insertion all complete as per IS: 5312 (Part II)

15 MR Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.

350 mm diameter - PN-16 for Scour valve 5.00 140273.00 Each 701365.00

200 mm diameter - PN-16 for isolation valve 60.00 44941.00 Each 2696460.00

16 MR 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.

1000mm x 200mm For Air Valves 60.00 188250.00 Each 11295000.00

17 MR 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 diaMtr/sizes with external bitumen and internal cement mortar lining.

18 MR Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 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.

19 MR Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 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.

20 MR Labour only for cutting following Ductile Iron pipes of any type and class.

21 MR Chamfering of CI/DI pipes of all typesand classes to make suitable for tyton joints.

22 MR Providing 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.)

23 Construction of RCC valve chamber with 15 cm thick wall base course 10 cm thick in M-10. complete.

RCC Valve Chamber of 2.0x2.0x3.0M size 68.00 199872.00 Nos 13591296.00

24 Construction of RCC thrust block including necessary Excavation,PCC,RCC etc complete. (1000 mm dia) 3.2866 121374.00 Nos 398913.00

25 709 Labour only for filling, ramming and watering

For Thrust Blocks 11872.63 89.70 cum 1064975.00

26 MR Carriage of Material by Mechanical transport including loading unloading & stacking etc.

For Thrust Blocks 6824.66 222.00 cum 1515075.00

27 715 (b) Cement concrete 1:2:4 with graded metal of maximum size -40mm

For Thrust Blocks 774.91 3348.80 cum 2595019.00

28 1604 © Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

For Thrust Blocks 6049.74 4386.60 cum 26537789.00

29 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning, straightening, cutting, bending, all handling, placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-

(b) Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 115065.55 75.90 Kg 8733475.00

30 Form work for R.C.C. in-situ, thickness not not exceeding 1 m, including all leads and lifts for all materials- (a) Up to 1.5 m height 5149.25 213.20 sqm 1097820.00

Pumping out water caused by springs tides or river seepage, broken water mains or drains or well or the like. (PHE SOR P. No. 20 I. No.2.9) 56091.87 71.00 KL 3982523.00

31 MR Providing and supply of Zero Velocity Valves of renowned make duly tested inclusive of all taxes related to central, state and municipal, inclusive of excise duty, inspection charges, transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. 15 Kg 3.00 475000.00 Each 1425000.00

32 MR Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating) 51027.25 138.95 KG 7090236.00

33 MR Providing and applying of anti corrosive Epoxy painting to outer and inner surface of the casing and carrier pipe of approved make in two coats.

For casing Pipe 1000 mm Dia 1972.92 1197.00 sqm 2361585.00

34 MR Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials fromsteel 7000.00 370.50 Kg 2593500.00

35 Provision for Canal and road crossing including providing and laying MS pipe and specials, providing canal lining if required etc complete. 6.00 1500000.00 Nos 9000000.00

36 Provision for dismentaling existing structures, buildings etc. Job 5000000.00

37 Provision for repairing the existing RCC / DI pipe line which may me damaged during execution. Job 5000000.00

38 Provision for repairing the existing RCC slab or any other structure of existing RCC culvert and bridge, which may me damaged during execution. Job 5000000.00

39 Provision for Providing and fixing sign board including MS brackets etc complete. Job 1158729.00

40 2137 (a) Providing chainage-cum-boundary stone made of precast 1:2;4 RCC 20 mm graded metal including formwork, cost of reinforcement, finishing, curing, etc. complete, as per type design 4 of Water Resources Department.(On each 30 Rmt) 1023.00 195.00 Each 199485.00

41 2137 (b) Fixing chainage-cum-boundary stone (type design 4) in 1:3:6 cement concrete with 40mm graded metal including excavation (any strata) handling and fixing of stone, curing etc. complete. 1023.00 512.20 Each 523981.00

42 2138 Painting chainage-cum-boundary stone (type design 4) with white back ground of enamel paint and figuring and lettering with black paint, including cost of paint brushes etc. complete. 1023.00 61.10 Each 62505.00

Permission for PWD/SH/MDR/ODR 3700 meter @3000 per meter :- 11100000.00

Permission along with pipe laid in PWD/SH/MDR/ODR 27000meter 3000 per meter :- 81000000.00

Sub Total Rs. :- 1585062427.00

GST @18% excluding CG PWD SOR Items :- 279642246.00

Grand Total Rs. :- 1864704673.00

Or Say Rs. :- Rs.(Lakh) :- 18647.05

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

PUMPING MAIN FROM SAMODA TO JUNCTION POINT 'A'

Length of Pumping Main 30700 Rmt

S. No. / UCSR No. Particular Measurement Qty.

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out.

Pipe line from Samoda barrage to Kumhari tapping point. 1 30700 3.00 92100 Sqm

2 201 (a) Dag-belling in all types of soil

Single spread stroke ( Minimum 75mm deep) 1 30700 0.02 614.00 Rmt

EXCAVATION QUANTITY

3 401 (a) Excavation is soft or ordinary soil including 50m lead and 1.5m lift with dressing

30% Total Excavation Qty for Pipe line 46418.4 Cum

For Thrust Blocks 5753.012 Cum

4 401 (b) Excavation in hard soil including 50m lead and 1.5m lift with dressing.

40% Total Excavation Qty 61891.2 Cum

For Thrust Blocks 7550.828 Cum

5 404 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

20% Total Excavation Qty 30945.6 Cum

For Thrust Blocks 3595.633 Cum

6 405 (b) Excavation in hard rock including 50m lead and 1.5 m lift

Hard rock requiring chiseling / where blasting is prohibited.

10% Total Excavation Qty 15472.8 Cum

For Thrust Blocks 1797.816 Cum

6.1/1901 Dismantling rammed moorum and boulders cum 157.50 or rammed moorum and metal in foundations and under floors 1 2500.00 3.00 1.00 7500 Cum

7 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 (1000 mm dia) 30700.00 Rmt

Note:- The Rate of DI K-9 Pipes are not included in WRD SOR Hence, PHED SOR rates are adopted.

7.1 Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints.

Note:- Provision is made for replacement of pipes, if existing RCC pipes will distroyed during excavation)

600 mm dia RCC NP-3 Pipes 75.00 Rmt

300 mm dia RCC NP-3 Pipes 75.00 Rmt

8 701+ 709 Filling foundations and around masonry works with soft soil or sand including watering and ramming.And Labour only for filling, ramming and watering (1000 mm dia) 30700.00 1.60 0.30 14736 cum

9 MR 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 diaMtr/sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 62.00 Each

10 MR 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 diaMtr/sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 41.00 Each

11 MR 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 diaMtr /sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 62.00 Each

12 MR Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS:9523/2000 having dimension as per table 18 of IS:9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 124.00 Each

13/4443 ( 4) Supplying fixing and commissiong of CI Tamper proof Air valve approved make body and seat ring of bronze PN 1.6 confoirminmg to IS 14845 of specified diamter with all fixtures including costy of all material, machinery, labour etc complete.

(4) 200 mm diameter with all accessories 60.00 Each

14 MR Providing & fixing following ductile iron double flanged check valve without damper (non- returnvalve) including jointing &testing with cost of jointing material such asbolts,nuts and rubber insertion all complete as per IS: 5312 (Part II)

1000 mm Dia. 6 Each

200 mm Dia. 0 Each

15 MR Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.

1000 mm dia 3.00 Each

350 mm diameter - PN-16 for Scour valve 5.00 Each

200 mm diameter - PN-16 for isolation valve 60.00 Each

16 MR 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.

1000mm x 200mm For Air Valves 60 Each

1000mm x 350mm 5 Each

1000mm x 300mm 3 Each

17 MR 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 diaMtr/sizes with external bitumen and internal cement mortar lining.

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 30.00 Each

18 MR Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS:9523/2000 having dimension as per table 24 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.

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 30.00 Each

19 MR Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 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.

Flange Socket Tail piece

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 30.00 Each

20 MR Labour only for cutting following Ductile Iron pipes of any type and class.

300 mm dia 6.00 Per Cut

350 mm dia 10.00 Per Cut

1000 mm dia 402.00 Per Cut

21 MR Chamfering of CI/DI pipes of all typesand classes to make suitable for tyton joints.

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 804.00 Each

22 MR Providing 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.)

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 804.00 Each

23 Construction of RCC valve chamber with 15 cm thick wall base course 10 cm thick in M-10. complete.

RCC Valve Chamber of 2.0x2.0x3.0M size 68.00 Nos

24 Construction of RCC thrust block including necessary Excavation,PCC,RCC etc complete. (1000 mm dia) 3.2866

25 709 Labour only for filling, ramming and watering

Deduction Pipe volume

For Thrust Blocks 11872.63 cum

26 MR Carriage of Material by Mechanical transport including loading unloading & stacking etc.

Surplus Earth & Moorum

Distance 5 km 56797.37 Cum

For Thrust Blocks 6824.66 Cum

27 715 (b) Cement concrete 1:2:4 with graded metal of maximum size -40mm

For Thrust Blocks 774.91 Cum

28 1604 © Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

PCC Grade M30 with minimum: Cement Content @ 375kg/cum

For Thrust Blocks 6049.74 Cum

29 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning, straightening, cutting, bending, all handling, placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-

(b) Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 115065.55 Kg

30 Form work for R.C.C. in-situ, thickness not not exceeding 1 m, including all leads and lifts for all materials- (a) Up to 1.5 m height 5149.25 Sqm

Pumping out water caused by springs tides or river seepage, broken water mains or drains or well or the like. (PHE SOR P. No. 20 I. No.2.9) 56091.87 KL

31 MR Providing and supply of Zero Velocity Valves of renowned make duly tested inclusive of all taxes related to central, state and municipal, inclusive of excise duty, inspection charges, transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. 15 Kg

32 MR Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating)

Total Weight 51027.25 Kg

33 MR Providing and applying of anti corrosive Epoxy painting to outer and inner surface of the casing and carrier pipe of approved make in two coats.

For casing Pipe 1000 mm Dia 1.00 628.00 3.14 1 1972.92 Sqm.

34 MR Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials fromsteel

Tee, Bends etc 1 7000 Kg

35 Provision for Canal and road crossing including providing and laying MS pipe and specials, providing canal lining if required etc complete. 1 6 6.0 No

36 Provision for dismentaling existing structures, buildings etc. 1 1 1 Job

37 Provision for repairing the existing RCC / DI pipe line which may me damaged during execution. 1 1 1 Job

38 Provision for repairing the existing RCC slab or any other structure of existing RCC culvert and bridge, which may me damaged during execution. 1 1 1 Job

39 Provision for Providing and fixing sign board including MS brackets etc complete. 1 1 1 Job

40 2137 (a) Providing chainage-cum-boundary stone made of precast 1:2;4 RCC 20 mm graded metal including formwork, cost of reinforcement, finishing, curing, etc. complete, as per type design 4 of Water Resources Department.(On each 30 Rmt) 1023.0 Nos

41 2137 (b) Fixing chainage-cum-boundary stone (type design 4) in 1:3:6 cement concrete with 40mm graded metal including excavation (any strata) handling and fixing of stone, curing etc. complete. 1023.0 Nos

42 2138 Painting chainage-cum-boundary stone (type design 4) with white back ground of enamel paint and figuring and lettering with black paint, including cost of paint brushes etc. complete. 1023.0 Nos

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

RATE ANALYSIS FOR D.I. K-9 PIPE

Sr. No. Ref. to SOR Particulars Rate Increase of Rate in % if any Additional amount Total Rate

1 Rate as per WRD SOR 2022 Item No.4429 D.I. K-7 Pipe 23121.00 Add 50% for Rate increased in 2023 as per WRD instructions 11560.50 34681.50

2 Rate as per PHED SOR AMENDMENT NO.07 2022-23 Item No.4.1 D.I. K-7 Pipe 26491.00 No ncrease 0.00 26491.00

Difference of Rate in WRD and PHED Rs. 8190.50

Percentage increased above PHED SOR i.e. :- 30.918%

3 Rate as per PHED SOR AMENDMENT NO.07 2022-23 Item No.4.3 D.I. K-9 Pipe 28980.00 Add 30.918% for Rate increased as per diff. in rate. 8960.04 37940.04

Hence Rate for DI K-9 Pipes to be adopted RS. 37940.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Rate Analysis for RCC Valve Chamber of Size 2.0MX2.0MX3.0M Size ( (Item no.22 of RWPM1)

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 402 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing.

Ordinary soil 60% ( Item 18.16) 12.60 110.50 cum 1392.00

Hard Soil 40% Item -18.16) 8.40 219.70 cum 1845.00

2 704 Filling foundations and around masonry works with materials obtained from spoils including watering and ramming i/c 50m lead. 8.00 89.70 cum 718.00

3 1602 (a) Providing and placing in position M-15 R.C.C excluding cost of reinforcement, form work but, including vibration, finishing, curing and cleaning etc., complete with graded ,metal of maximum size- (a) 40 mm 1.01 3681.60 cum 3733.00

4 2439 (b) Providing and casting in-situ, controlled concrete for R.C.C. and prestressed concrete work including weigh batching,ramming, vibrating, finishing, cleaning etc. complete (excluding reinforcement and formwork)- (d) M-30 concrete 5.41 6341.40 cum 34323.00

5 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 685.00 75.90 Kg 51992.00

6 1608 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials.

a Foundation , footing, bases of columns ,etc for mass concrete 1.56 163.80 sqm 256.00

b Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc 45.58 213.20 sqm 9718.00

c Suspended floors, roofs, landings, balconies and access platform 9.64 213.20 sqm 2055.00

7 1109 15mm thick rough cast cement plaster in (a) C.M. 1:3 22.00 186.00 sqm 4092.00

8 MR Providing and fixing in position C.I./M.S.steps or 22mm dia M.S. bar step with proper anchorage etc.and providing and applying 3coats of anti-corrosive paint etc. complete as directed by Engineer-in-charge. 6.00 350.00 Nos 2100.00

SUB TOTAL RS. 112224.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Rate Analysis for RCC Valve Chamber of Size 2.0MX2.0MX3.0M Size ( (Item no.22 of RWPM1)

S. No. / UCSR No. Particular Measurement Qty.

1 402 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing.

Up To 1.50 mt. Depth

Excavation Valve chambers (1.2 x 1.2 x 1.2) 1 3.2 3.2 2 20.48 cum

SayTotal Excavation = 21.00 cum

Ordinary soil 60% ( Item 18.16) 12.60 cum

Hard Soil 40% Item -18.16) 8.40 cum

2 704 Filling foundations and around masonry works with materials obtained from spoils including watering and ramming i/c 50m lead.

works with materials obtained from spoils Total Excavation Quantity = 21.00 cum

including watering and ramming i/c 50m

Total Refilling Quantity = 8.00 cum

3 1602 (a) Providing and placing in position M-15 R.C.C excluding cost of reinforcement, form work but, including vibration, finishing, curing and cleaning etc., complete with graded ,metal of maximum size- (a) 40 mm

4 2439 (b) Providing and casting in-situ, controlled concrete for R.C.C. and prestressed concrete work including weigh batching,ramming, vibrating, finishing, cleaning etc. complete (excluding reinforcement and formwork)- (d) M-30 concrete

Total RCC M:30 Quantity 5.41 cum

5 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 1 5.41 110 595.10

Say Total Steel Quanity = 685.00 Kg

6 1608 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials.

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

b Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc

c Suspended floors, roofs, landings, balconies and access platform

Base slab sides 4 2.65 0.15 1.59 sqm

Top slab 1 2.30 2.30 5.29 sqm

sides 8 2.30 0.15 2.76 sqm

7 1109 15mm thick rough cast cement plaster in (a) C.M. 1:3

Inside of Chamber 4 2.65 2 21.20 sqm

8 MR Providing and fixing in position C.I./M.S.steps or 22mm dia M.S. bar step with proper anchorage etc.and providing and applying 3coats of anti-corrosive paint etc. complete as directed by Engineer-in-charge. 6 6.00 Nos

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Rate Analysis for RCC Valve Chamber of Size 2.0MX2.0MX3.0M Size ( (Item no.22 of RWPM1)

Estimated Cost Rs :- 17.70 Lakh

S. No. Particular Qty. Unit Rate (In Rs.) Amount (In Rs.)

1 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out.

(CG WRD, SOR 2022 ITEM NO. 302)

2 Excavation in soft or ordinary soil including 50m lead and 1.5m lift with dressing

(WRD SOR 2022 Item no.2801)

3 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Soft rock with or without blasting or bituminous pavement / cement concrete road.

(WRD SOR 2022 Item no.2806)

4 Excavation in hard rock including 50m lead and 1.5m lift- / where blasting is prohibited.

(WRD SOR 2022 Item no.2807)

5 Filling foundations and around masonry works with hard moorum and picked up boulders including watering and ramming i/c 50m lead. .

(WRD SOR 2022 Item no.705)

6 Cement concrete 1:2:4 with graded metal of maximum size -40mm

M-15 PCC Below Intake Well Floor 1.29 Cum 3348.80 4313.00

(WRD SOR 2022 Item no.715b)

7 Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

RCC Grade M-30 (Sub Structure for the foundation of the well) Raft 2.00 Cum

RCC Grade M-30 (Super Structure for (wall) TRAPOZIDAL PORTION 1.84 Cum

Deduct for MS Pipe 1000 mm Dia -1.57 Cum

(WRD SOR 2022 Item no.1604c)

8 Providing and fixing Shuttering work for foundation, Intake wall and slab

Shuttering for PCC 0.15 m 1.38 Sqm 213.20 294.00

Shuttering for footing 10.00 Sqm

For Columns 14.40 Sqm

(WRD SOR 2022 Item no.1607)

9 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Sub-structure and Superstructure (80 kg per cum of quantity of R.C.C.) 1563.07 Kg 75.90 118637.00

(CG WRD, SOR 2022, ITEM NO.1304/116

10 Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating)

1000mm Dia Wt 241.35 per Rmt Total 9 m 2172.15 Kg 370.50 804782.00

(As per Market Rate)

11 Providing and applying of anti corrosive Epoxy painting to outer and inner surface of the casing and carrier pipe of approved make in two coats.

For casing Pipe 1000 mm Dia 28.28 Sqm 1197.00 33849.00

(As per Market Rate)

Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials from steel

1000 mm dia MS bends etc

(As per Market Rate) 965.40 Sqm 370.50 357681.00

18 For Structural Drawing 71429.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

BLOCK:-DHARSIWA DIST.:- RAIPUR

S. No. Particular No. L B H Qty. Unit

1 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out.

(CG WRD, SOR 2022 ITEM NO. 302)

2 Excavation in soft or ordinary soil including 50m lead and 1.5m lift with dressing

(WRD SOR 2022 Item no.2801)

3 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Soft rock with or without blasting or bituminous pavement / cement concrete road.

(WRD SOR 2022 Item no.2806)

4 Excavation in hard rock including 50m lead and 1.5m lift- / where blasting is prohibited.

(WRD SOR 2022 Item no.2807)

5 Filling foundations and around masonry works with hard moorum and picked up boulders including watering and ramming i/c 50m lead. .

(WRD SOR 2022 Item no.705)

6 Cement concrete 1:2:4 with graded metal of maximum size -40mm

M-15 PCC Below Intake Well Floor 2.00 2.30 2.80 0.10 1.29 Cum

(WRD SOR 2022 Item no.715b)

7 Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

RCC Grade M-30 (Sub Structure for the foundation of the well) Raft 2.00 2.00 2.50 0.20 2.00 Cum

RCC Grade M-30 (Super Structure for (wall) TRAPOZIDAL PORTION 2.00 1.50 1.75 0.35 1.84 Cum

Deduct for MS Pipe 1000 mm Dia 2.00 0.79 1.00 1.00 -1.57 Cum

(WRD SOR 2022 Item no.1604c)

8 Providing and fixing Shuttering work for foundation, Intake wall and slab

Shuttering for PCC 0.15 m 4 2.30 0.15 1.38 Sqm

Shuttering for footing 2 2.00 2.50 10.00 Sqm

For Columns 2 2.00 3.60 14.40 Sqm

(WRD SOR 2022 Item no.1607)

9 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Sub-structure and Superstructure (80 kg per cum of quantity of R.C.C.) 1563.07 Kg

(CG WRD, SOR 2022, ITEM NO.1304/116

10 Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating)

1000mm Dia Wt 241.35 per Rmt Total 9 m 9.00 2172.15 Kg

(As per Market Rate)

11 Providing and applying of anti corrosive Epoxy painting to outer and inner surface of the casing and carrier pipe of approved make in two coats.

For casing Pipe 1000 mm Dia 9.00 28.28 Sqm

(As per Market Rate)

Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials from steel

1000 mm dia MS bends etc

(As per Market Rate) 4.00 965.40 Sqm

18 For Structural Drawing 5% OF TOTAL COST

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

RATE ANALYSIS FOR SIGN BOARD

S. No. SOR 01st June, 2021 item of work Qty. Unit Rate Amount Qut.

1 401 (a) Execavation si soft or ordinary soil including 50m lead and 1.5m lift with dressing. 11.66 Cum 79.30 925

2 1602 Providing and placing in position M-15 RCC excluding cost reinforcemnet, from work but, including vibration, finishing, curing and cleaning etc, complete withu graded, metal of maximum size

3 1601 Providing and placing in position M-20 RCC excluding cost reinforcemnet, from work but, including vibration, finishing, curing and cleaning etc, complete withu graded, metal of maximum size 0.00

4 1816 Painting two or more coats with synthetic enamel paints (IS: 1932-1974) on new surfaces to give as even shade over an under coat of suitable shade with ordinary paint of approved brand and manufacture (excluding the cost of under coat with ordinary paint) 105.00 Sqm 82.50 8663

5 8.7 Over head signs (Providing and erecting over head signs with a corrosion reistant aluminium alloy sheet reflectorized with high intensity retro-reflective sheeting of incapsuiated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminium alloy are galvanized stell trestles and trussas of sections and tyre as per structural design requirements and approved plans)

A Truss on vertical support 3.17 Ton 78148.00 248099

B Aluminium alloy plate for overhead signs 64.75 Sqm 12441.00 805555

C Letting and figuring on both side of sign board including flurocent marking at required places 1.00 Nos. 75000.00 75000

Grand Total 1158729

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

RATE ANALYSIS FOR SIGN BOARD

S. No. SOR Item Item of Work Measurment Qty. Unit

1 401 (a) Execavation si soft or ordinary soil including 50m lead and 1.5m lift with dressing. 2.00 1.80 1.80 1.80 11.66 Cum

2 1602 Providing and placing in position M-15 RCC excluding cost reinforcemnet, from work but, including vibration, finishing, curing and cleaning etc, complete withu graded, metal of maximum size

3 1601 Providing and placing in position M-20 RCC excluding cost reinforcemnet, from work but, including vibration, finishing, curing and cleaning etc, complete withu graded, metal of maximum size

4 1816 Painting two or more coats with synthetic enamel paints (IS: 1932-1974) on new surfaces to give as even shade over an under coat of suitable shade with ordinary paint of approved brand and manufacture (excluding the cost of under coat with ordinary paint) 105.00 Sqm

5 8.7 Over head signs (Providing and erecting over head signs with a corrosion reistant aluminium alloy sheet reflectorized with high intensity retro-reflective sheeting of incapsuiated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminium alloy are galvanized stell trestles and trussas of sections and tyre as per structural design requirements and approved plans)

A Truss on vertical support

MS pipe OD 353mm 6.35mm thickness 2.00 7.00 56.45 790.30

Nut and Bolt with washer etc 55.00 55.00

Total Quantity/1000 3.17 Ton

B Aluminium alloy plate for overhead signs 2.00 17.50 1.85 64.75 Sqm

C Letting and figuring on both side of sign board including flurocent marking at required places 1.00 1.00 Nos.

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Pumping Machinery

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 Providing, erecting commissioning & giving satisfactory test and trial of Water lubricated Vertical Turbine Pumps having Stainless Steel impeller, Stainless Steel Shaft, Discharge head & bowl assembly suitable to discharge 925926 LPH against total head of 140 m from all sources including all allied accesories with TPI etc complete. 5400.00 50000.00 BHP 270000000.00

In Lakhs 2700.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Pumping Machinery

S. No. / UCSR No. Particular Measurement Qty.

1 Providing, erecting commissioning & giving satisfactory test and trial of Water lubricated Vertical Turbine Pumps having Stainless Steel impeller, Stainless Steel Shaft, Discharge head & bowl assembly suitable to discharge 925926 LPH against total head of 140 m from all sources including all allied accesories with TPI etc complete.

600 Bhp - 9 Nos Discharge 925926 LPH Head 140 m.(6W+3S) 5400.00 BHP

CAPACITY ENHANCEMENT (WATER AUGUMEMTATION WORK)

OF KUMHARI RESERVOIR BY LAYING PIPELINE FROM

SAMODA BARRAGE TO KUMHARI RESERVOIR OF RAIPUR DISTRICT

BLOCK:-DHARSIWA DIST.:- RAIPUR

R.C.C. SUMP OF CAPACITY 15.00 LAKH LITRES

( 20.00X20.00X3.75M IN SIZE )

Estimated Cost Rs :- 113.80 Lakh

S. No. Particular Qty. Unit Rate (In Rs.) Amount (In Rs.)

1 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 6 6 28.26

(CG WRD, SOR 2022 ITEM NO. 302)

2 Excavation in soft or ordinary soil including 50m lead and 1.5m lift with dressing

(WRD SOR 2022 Item no.2801)

3 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Soft rock with or without blasting or bituminous pavement / cement concrete road.

(WRD SOR 2022 Item no.2806)

4 Excavation in hard rock including 50m lead and 1.5m lift- / where blasting is prohibited.

(WRD SOR 2022 Item no.2807)

5 Filling foundations and around masonry works with hard moorum and picked up boulders including watering and ramming i/c 50m lead. .

(WRD SOR 2022 Item no.705)

6 Cement concrete 1:2:4 with graded metal of maximum size -40mm

M-15 PCC Below Intake Well Floor 81.43 Cum 3348.80 272705.00

(WRD SOR 2022 Item no.715b)

7 Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

RCC Grade M-30 (Sub Structure for the foundation of the well) Raft 220.50 Cum

RCC Grade M-30 (Super Structure for (wall) Foundation top to bottom of slab Walls 89.25 Cum

RCC Grade M-30 (For Beams and columns)

For Columns size 500x500

Below Roof Slab 17.00 Cum

for Beams size 500x750

Below Roof Slab 4+4=8 Nos 44.00 Cum

RCC Roof Slab 105.80 Cum

Parapet Wall 5.18 Cum

(WRD SOR 2022 Item no.1604c)

8 Providing and fixing Shuttering work for foundation, Intake wall and slab

Shuttering for PCC 0.15 m 13.98 Sqm 213.20 2981.00

Shuttering for Raft 0.50 m 46.00 Sqm 213.20 9807.00

Shuttering for Sump wall 4.25 m ht 357.00 Sqm

Shuttering for Slab 1 nos 529.00 Sqm

Shuttering for outer gallery Slab 46.00 Sqm

Side of Gallery 42.00 Sqm

Side of Gallery 13.80 Sqm

For Parapet Wall 69.00 Sqm

For Beams below Slab Sides 352.00 Sqm

Beams Bottom 160.00 Sqm

(WRD SOR 2022 Item no.1607)

9 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Sub-structure and Superstructure (80 kg per cum of quantity of R.C.C.) 62859.50 Kg 75.90 4771036.00

(CG WRD, SOR 2022, ITEM NO.1304/116

10 Fabrication of M.S. pipes & specials fromsteel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials fromsteel plates.

For MS Plates (4 Nos of size 1.0x1.20M) for Manhole Cover and Frame 300.00 Kg 370.50 111150.00

(As per Market Rate)

11 Plaster Work

6mm thick cement plaster to ceiling in- CM 1:3

Inside of Slab of Bottom face 400.00 Sqm 79.50 31800.00

(WRD SOR 2022 Item no.1103)

15 mm thick cement plaster 1:3 with water proofing compound (one packet of 1.6kg per bag of cement)

For outer wall Outside 210.00 Sqm

For inner wall 340.00 Sqm

(WRD SOR 2022 Item no.1108+1110)

12 Providing and fixing in position M.S. ladder 0.50M wide consisting of 75x10mm M.S. flats as stringers and 16mm dia M.S. bars in double rows as steps placed at 25cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Inside+outside 10.00 Rmt 6131.00 61310.00

(As per Market Rate )

13 Finishing walls with Acrylic Smooth exterior paint of required shade : two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sq m

(WRD SOR 2022 Item no.1733) 110

14 Water proofing cement paint (two coats). 3690

(WRD SOR 2022 Item no.1733)

15 Providing and fixing of vertical Air Termination (finals) of 19 mm dia 1.5 m long of copper with 5 spinals including fixing as per specification complete as required

(WRD SOR 2022 Item no.3712)

Providing and fixing down conductor with G.I./ Copper strip as per specification complete including connections to earth electrode riveting/sweating/soldering etc. as required - Copper Strip 20x3 mm 25.00 Rmt 433.50 10838.00

(WRD SOR 2022 Item no.3710)

16 Proving and fixing earthing arrangement with 38.1 mm dia 2.5 meter long galvanized iron pipe electrode, including packing of charcoal powder and salt as per specification, watering pipe 19 mm dia G.I. connections, etc. complete with refilling the each 1365.00 pit as required, but excluding the excavation of earth pit. 2.00 No. 1365.00 2730.00

(WRD SOR 2022 Item no.3702)

17 Providing and constructing RCC ventilating shaft of diameters and height mentioned below with required number of RCC 15 x 15 cm size columns and RCC circular slab or dome over the pillars in M-150 including cost of all material and labour, providing and fixing steel or wooden frame and providing and fixing G.I. flyproof mesh of 26 gauge and providing and applying in 3 coats of oil paint towooden or steel frame and cement paint to concrete structure, etc complete as directed by engineer in charge.

(As per Market Rate)

18 For Structural Drawing 5% 458961.00

CAPACITY ENHANCEMENT (WATER AUGUMEMTATION WORK)

OF KUMHARI RESERVOIR BY LAYING PIPELINE FROM

SAMODA BARRAGE TO KUMHARI RESERVOIR OF RAIPUR DISTRICT

BLOCK:-DHARSIWA DIST.:- RAIPUR

R.C.C. SUMP OF CAPACITY 15.00 LAKH LITRES

( 20.00X20.00X3.75M IN SIZE )

S. No. Particular No. L B H Qty. Unit

1 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out.

(CG WRD, SOR 2022 ITEM NO. 302)

2 Excavation in soft or ordinary soil including 50m lead and 1.5m lift with dressing

(WRD SOR 2022 Item no.2801)

3 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Soft rock with or without blasting or bituminous pavement / cement concrete road.

(WRD SOR 2022 Item no.2806)

4 Excavation in hard rock including 50m lead and 1.5m lift- / where blasting is prohibited.

(WRD SOR 2022 Item no.2807)

5 Filling foundations and around masonry works with hard moorum and picked up boulders including watering and ramming i/c 50m lead. .

(WRD SOR 2022 Item no.705)

6 Cement concrete 1:2:4 with graded metal of maximum size -40mm

M-15 PCC Below Intake Well Floor 1.00 23.30 23.30 0.15 81.43 Cum

(WRD SOR 2022 Item no.715b)

7 Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

RCC Grade M-30 (Sub Structure for the foundation of the well) Raft 1.00 21.00 21.00 0.50 220.50 Cum

RCC Grade M-30 (Super Structure for (wall) Foundation top to bottom of slab Walls 2.00 21.00 0.50 4.25 89.25 Cum

RCC Grade M-30 (For Beams and columns)

For Columns size 500x500

Below Roof Slab 16.00 0.50 0.50 4.25 17.00 Cum

for Beams size 500x750

Below Roof Slab 4+4=8 Nos 8.00 20.00 0.50 0.55 44.00 Cum

RCC Roof Slab 1.00 23.00 23.00 0.20 105.80 Cum

Parapet Wall 2.00 23.00 0.15 0.75 5.18 Cum

(WRD SOR 2022 Item no.1604c)

8 Providing and fixing Shuttering work for foundation, Intake wall and slab

Shuttering for PCC 0.15 m 4 23.30 0.15 13.98 Sqm

Shuttering for Raft 0.50 m 4 23.00 0.50 46.00 Sqm

Shuttering for Sump wall 4.25 m ht 4 21.00 4.25 357.00 Sqm

Shuttering for Slab 1 nos 1 23.00 23.00 529.00 Sqm

Shuttering for outer gallery Slab 2 23.00 1.00 46.00 Sqm

Side of Gallery 2 21.00 1.00 42.00 Sqm

Side of Gallery 4 23.00 0.15 13.80 Sqm

For Parapet Wall 4 23.00 0.75 69.00 Sqm

For Beams below Slab Sides 32 20.00 0.55 352.00 Sqm

Beams Bottom 16 20.00 0.50 160.00 Sqm

(WRD SOR 2022 Item no.1607)

9 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Sub-structure and Superstructure (80 kg per cum of quantity of R.C.C.) 62859.50 Kg

(CG WRD, SOR 2022, ITEM NO.1304/116

10 Fabrication of M.S. pipes & specials fromsteel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials fromsteel plates.

For MS Plates (4 Nos of size 1.0x1.20M) for Manhole Cover and Frame 300.00 300.00 Kg

(As per Market Rate)

11 Plaster Work

6mm thick cement plaster to ceiling in- CM 1:3

Inside of Slab of Bottom face 1 20 20 400.00 Sqm

(WRD SOR 2022 Item no.1103)

15 mm thick cement plaster 1:3 with water proofing compound (one packet of 1.6kg per bag of cement)

For outer wall Outside 4 21 2.5 210.00 Sqm

For inner wall 4 20 4.25 340.00 Sqm

(WRD SOR 2022 Item no.1108+1110)

12 Providing and fixing in position M.S. ladder 0.50M wide consisting of 75x10mm M.S. flats as stringers and 16mm dia M.S. bars in double rows as steps placed at 25cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Inside+outside 10.00 Rmt

(As per Market Rate )

13 Finishing walls with Acrylic Smooth exterior paint of required shade : two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sq m

(WRD SOR 2022 Item no.1733) 110

14 Water proofing cement paint (two coats). 3690

(WRD SOR 2022 Item no.1733)

15 Providing and fixing of vertical Air Termination (finals) of 19 mm dia 1.5 m long of copper with 5 spinals including fixing as per specification complete as required

(WRD SOR 2022 Item no.3712)

Providing and fixing down conductor with G.I./ Copper strip as per specification complete including connections to earth electrode riveting/sweating/soldering etc. as required - Copper Strip 20x3 mm 25.00 Rmt

(WRD SOR 2022 Item no.3710)

16 Proving and fixing earthing arrangement with 38.1 mm dia 2.5 meter long galvanized iron pipe electrode, including packing of charcoal powder and salt as per specification, watering pipe 19 mm dia G.I. connections, etc. complete with refilling the each 1365.00 pit as required, but excluding the excavation of earth pit. 2.00 No.

(WRD SOR 2022 Item no.3702)

17 Providing and constructing RCC ventilating shaft of diameters and height mentioned below with required number of RCC 15 x 15 cm size columns and RCC circular slab or dome over the pillars in M-150 including cost of all material and labour, providing and fixing steel or wooden frame and providing and fixing G.I. flyproof mesh of 26 gauge and providing and applying in 3 coats of oil paint towooden or steel frame and cement paint to concrete structure, etc complete as directed by engineer in charge.

1.20x1.50 M height 4 Nos 4 Nos 4.00 Nos

(As per Market Rate)

18 For Structural Drawing 5% OF TOTAL COST

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

GROUND SERVICE RESERVOIR CAP.15.00 LAKH LIT.

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 Designing (structurally & aesthetically), & constructing SUMP of following capacity 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 50M, all labour & material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, scour, overflow and by pass arrangements as per departmental design, providing and fixing accessories such as MS Ladder, C.I. manhole frame and covers water level indicators, lightering conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, MS grill gate of 2M height with locking arrangement of approved design BB masonry

chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for under-ground parts of the structure and giving satisfactory water tightness test as per IS code. The job to include painting the name of the scheme & details on the reservoir as per the directions of E-in-C. including pipe assembly, valves etc complete.

2 Capacity 1500000 LitresCost of 1500000 lit capacity 1.00 12063497.00 Job 12063497.00

SUB TOTAL RS. 12063497.00

GRAND TOTAL RS. 14234926.46

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

GROUND SERVICE RESERVOIR CAP.15.00 LAKH LIT.

S. No. / UCSR No. Particular Measurement Qty.

1 Designing (structurally & aesthetically), & constructing SUMP of following capacity 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 50M, all labour & material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, scour, overflow and by pass arrangements as per departmental design, providing and fixing accessories such as MS Ladder, C.I. manhole frame and covers water level indicators, lightering conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, MS grill gate of 2M height with locking arrangement of approved design BB masonry

chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for under-ground parts of the structure and giving satisfactory water tightness test as per IS code. The job to include painting the name of the scheme & details on the reservoir as per the directions of E-in-C. including pipe assembly, valves etc complete.

2 Capacity 1500000 LitresCost of 1500000 lit capacity 1.00 Job

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Electric Sub-Station

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 Supplying and installation of outdoor type Transformer ONAN type with copper winding having following continuous KVA rating, 11 /0.415 KV, 3 Phase 50 Hz Vector group DYn-11, (online tap changer) tapings in steps of ± 2.5%, ± 5%, --7.5% with oil conservator, silica gel breather having connecting terminals on HV side suitable for bare conductor/HT cable connection, cable end box on medium voltage side suitable for 1.1 KV single /3½ core cable(up to 300 sq mm) /bus ducting arrangement and confirming to IS:1180 Part-2 level 3, on existing double pole structure or Brick /CC/RCC platform with all fittings, accessories, filled with filtered transformer oil including testing and commissioning etc. complete as per specification 2.00 9000000.00 Nos 18000000.00

2 11/.415 sub Station euipment/accessories 4800000.00

air Blast Isolater

11 KV drop out (DO) Fuse Set

Lightenning Arrestor

ACSR Conducter As reuired

Disc insulator & Pin Insulator

Necessary 2 pole /4pole structure (150 ISMC along with horizontal member and hardware

Plate type Erthing along with GI earthing strip (as per IE rules)

misc. accessories such as terminal kit,connectors ,lugsetc as reuired

Lightnning pole with LED light for sub station 4 nos

Supplying and sptreading hard stone aggregate 25 mm size

Drawing approval & Charging permission from electrical inspector

3 construction of foundation for sub station ,equipments, cable,trenches,transformer, foundation & structural steel, chain link,fencing,MS gate,and other miscellaneous work

4 Cable for electrical connection including cost of feeder line from tapping point(ME equipment) to sub station near WTP site.

5 Provission for feeder 1.50 10000000.00 Km 15000000.00

SUB TOTAL RS. 37800000.00

GRAND TOTAL RS. 44604000.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Electric Sub-Station

S. No. / UCSR No. Particular Measurement Qty.

1 Supplying and installation of outdoor type Transformer ONAN type with copper winding having following continuous KVA rating, 11 /0.415 KV, 3 Phase 50 Hz Vector group DYn-11, (online tap changer) tapings in steps of ± 2.5%, ± 5%, --7.5% with oil conservator, silica gel breather having connecting terminals on HV side suitable for bare conductor/HT cable connection, cable end box on medium voltage side suitable for 1.1 KV single /3½ core cable(up to 300 sq mm) /bus ducting arrangement and confirming to IS:1180 Part-2 level 3, on existing double pole structure or Brick /CC/RCC platform with all fittings, accessories, filled with filtered transformer oil including testing and commissioning etc. complete as per specification

3750 KVA 2.00 Nos

2 11/.415 sub Station euipment/accessories

air Blast Isolater 2 set

11 KV drop out (DO) Fuse Set 4 nos

11 KV isolater 4 nos

Lightenning Arrestor 4 nos

ACSR Conducter As reuired 2 nos

Disc insulator & Pin Insulator 2 set

Necessary 2 pole /4pole structure (150 ISMC along with horizontal member and hardware 2 nos

Plate type Erthing along with GI earthing strip (as per IE rules) 2 job

misc. accessories such as terminal kit,connectors ,lugsetc as reuired 2 job

Lightnning pole with LED light for sub station 4 nos 2 job

Supplying and sptreading hard stone aggregate 25 mm size 2 job

Drawing approval & Charging permission from electrical inspector 2 job

3 construction of foundation for sub station ,equipments, cable,trenches,transformer, foundation & structural steel, chain link,fencing,MS gate,and other miscellaneous work 2 job

4 Cable for electrical connection including cost of feeder line from tapping point(ME equipment) to sub station near WTP site. 2 job

As per quotation

5 Provission for feeder 1.50 KM

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Bulk Flow Meter For OHSRS

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 MR Electromagnetic Bulk Flow Meters Supply of Electromagnetic full bore meter complete as per specification including transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipe line, including excavation at site, cuts in the existing pipe system, dewatering and reinstating the same after completion of installation as per specification and drawings including all taxes. Accuracy of meter + 0.3% of measured value, Flange connection as per AWWA & IS, Liner Hard Rubber, Fully welded sensor housing complying to IP 68 standard, Electrodes SS 316, Sensor housing SS 304, Cable gland 1/2" NPT, Sensor housing fully welded SS 304 housing with protective Polyurethane paint, Flow Transmitter/ Converter: Micro- processor based, modular design display 2 line back lit LCD for indication of actual flow rate, forward, reverse, sumtotalizer, Perfection category : IP 65 Output : One current output (4-20 mA) one scalable pulse output. 3.00 3303768.00 Job 9911304.00

Valve Chamber For EMF & FCV 3.00 132971.00 Each 398913.00

SUB TOTAL RS. 10310217.00

GRAND TOTAL RS. 12166056.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Bulk Flow Meter For OHSRS

S. No. / UCSR No. Particular Measurement Qty.

1 MR Electromagnetic Bulk Flow Meters Supply of Electromagnetic full bore meter complete as per specification including transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipe line, including excavation at site, cuts in the existing pipe system, dewatering and reinstating the same after completion of installation as per specification and drawings including all taxes. Accuracy of meter + 0.3% of measured value, Flange connection as per AWWA & IS, Liner Hard Rubber, Fully welded sensor housing complying to IP 68 standard, Electrodes SS 316, Sensor housing SS 304, Cable gland 1/2" NPT, Sensor housing fully welded SS 304 housing with protective Polyurethane paint, Flow Transmitter/ Converter: Micro- processor based, modular design display 2 line back lit LCD for indication of actual flow rate, forward, reverse, sumtotalizer, Perfection category : IP 65 Output : One current output (4-20 mA) one scalable pulse output.

1000 mm dia 3.00 Job

Valve Chamber For EMF & FCV 3.00 Each

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 Provision For compound wall of Brick Masonary for RCC GSR of Cap 15.00 Lakh litres as per Rate analysis. 300.00 6682.92 RMT 2004876.00

2 Guard Room at GSR location (1 No) & at Kumhari Tank 1 no. as per Rate analysis. 2.00 378018.12 Job 756036.00

3 i)Providing and fixing M.S. flat iron tree guard 60cm dia. and 2m height above ground level formed of 4 nos. 25x6mm and 8 nos. 25x3mm vertical M.S. flats riveted to 3 nos. 25x6mm M.S. flat iron rings in two halves, bolted together with 8mm dia. and 30mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects. 20.00 2362.00 Each 47240.00

ii)Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure Holes 1.2 m dia and 1.2 m deep. CG Building SOR 2015 It. No. 22.14/P-205. 20.00 274.00 Each 5480.00

iii)Plants of Regular varieties of 5 Ft. Height including Transport. 20.00 160.00 Each 3200.00

4 Provision for Land acquisition for GSR, and pvt field During laying of Pipe line) if necessary. 1.00 10000000.00 Job 10000000.00

5 Repairing of Ext OHT 1.00 418049.00 Job 418049.00

6 Diversion of Road at Road crossings at Various Locations during execution of pipe line work along village road and Highway.(At 10 Places) 10.00 9846352.00 Each 98463520.00

SUB TOTAL RS. 111698401.00

GRAND TOTAL RS. 131804113.00

Say Rs. 1318.04

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

S. No. / UCSR No. Particular Measurement Qty.

1 Provision For compound wall of Brick Masonary for RCC GSR of Cap 15.00 Lakh litres as per Rate analysis. 300.00 Rmt

2 Guard Room at GSR location (1 No) & at Kumhari Tank 1 no. as per Rate analysis. 2.00 Job

3 i)Providing and fixing M.S. flat iron tree guard 60cm dia. and 2m height above ground level formed of 4 nos. 25x6mm and 8 nos. 25x3mm vertical M.S. flats riveted to 3 nos. 25x6mm M.S. flat iron rings in two halves, bolted together with 8mm dia. and 30mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects. 20.00 Each

ii)Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure Holes 1.2 m dia and 1.2 m deep. CG Building SOR 2015 It. No. 22.14/P-205. 20.00 Each

iii)Plants of Regular varieties of 5 Ft. Height including Transport. 20.00 Each

4 Provision for Land acquisition for GSR, and pvt field During laying of Pipe line) if necessary. 1.00 Job

5 Repairing of Ext OHT 1.00 Job

6 Diversion of Road at Road crossings at Various Locations during execution of pipe line work along village road and Highway.(At 10 Places) 10.00 Each

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Allied Work:- Estimate of Boundary Wall

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 402 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing. 38.00 110.50 cum 4199.00

2 1.2.2 In ordinary rocks 38.00 219.70 cum 8349.00

3 2153 Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work- b) By diesel pumps Upto 5.0 HP 500.00 137.80 Hrs 68900.00

4 16039 Providing and placing in position M-10 R.C.C excluding cost of reinforcement, form work but cleaning etc. complete with graded metal of maximum size-a) 40 mm 9.00 3083.60 cum 27752.00

5 1601 (b) Providing and placing in position M-20 R.C.C excluding cost of reinforcement, form work, but including vibration, finishing, curing and cleaning etc., complete with graded, metal of maximum size-b) 20 mm 22.00 4358.90 cum 95896.00

6 PWD 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. 5.00 4328.50 cum 21643.00

7 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 2700.00 75.90 Kg. 204930.00

8 902 Fly ash brick (with the use of ash cement and sand) masonry in superstructure in -(v) Cement mortar 1:6 38.00 3138.30 cum 119255.00

9 In cement mortar 1:4 ( 1 cement : 4 fine sand) 487.60 129.00 sqm 62900.00

10 1105 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: 474.24 120.00 sqm 56909.00

11 1320 Providing, fabricating and fixing in positionM.S. grill for window opening (or any other similar opening), wicket gate, Compound gate or over parapets, grill on Staircase etc. or works of similar nature of any pattern, any design (straight or curved) fitted and fixed in position, including all welding, riveting etc., to floors, walls, columns, etc., and repairing the same to the original condition in CM 1:3complete - (a) M.S. grill consisting of M.S. bars only 310.00 97.35 Kg. 30179.00

12 Painting one or more coats with synthetic enamel paint (IS: 2932-1974) on previously painted surfaces in all shades to give an even shade. 487.60 55.00 sqm 26818.00

13 1807 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm 23.00 51.00 sqm 1173.00

14 1607 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials. 163.52 163.80 sqm 26785.00

15 1607 Form work for R.C.C. in-situ, thickness not exceeding 20cm, for slabs, lintels, beams,columns, etc. including all leads and lifts for all materials-(a) Up to 1.5 m height 73.10 213.20 sqm 15585.00

16 709 Labour only for filling, ramming and watering 44.00 89.70 cum 3947.00

TOTAL 775220.00

GRAND TOTAL RS. 775220.00

Cost per meter 6682.93

Hence for 50.00x4.00=200 RMT 1336586.21

Hence Rs in Lakh 13.37

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Allied Work:- Estimate of Boundary Wall

S. No. / UCSR No. Particular Measurement Qty.

1 402 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing.

1.1.1 In all types of soil

No. of column = 116 m. - 4.6m (For gate) = 111.0 m.

No. of column = 111/3 = 37No.

No. of joint = 4 Nos.

No. of Single Column = 37 - 4 = 33 No.

Total Column = 33 + 4 = 37 No.

Single column 33 1.20 1.20 0.60 28.51

Joint column 4 1.20 1.80 0.60 5.18

Gate column 3 1.50 1.50 0.60 4.05

Total Qty 38.00 cum

2 1.2.2 In ordinary rocks

Single column 33 1.20 1.20 0.60 28.51

Joint column 4 1.60 1.80 0.60 6.91

Gate column 3 1.20 1.20 0.60 2.59

Total Qty 38.00 cum

3 2153 Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work- b) By diesel pumps Upto 5.0 HP 500.00 Hr.

4 16039 Providing and placing in position M-10 R.C.C excluding cost of reinforcement, form work but cleaning etc. complete with graded metal of maximum size-a) 40 mm

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (I. No. 3.2.1)

Single column 33 1.20 1.20 0.10 4.75

Joint column 4 1.60 1.20 0.10 0.77

Coping at the top of compound wall 1 116.00 0.25 0.10 2.90

Total qty 9.00 cum

5 1601 (b) Providing and placing in position M-20 R.C.C excluding cost of reinforcement, form work, but including vibration, finishing, curing and cleaning etc., complete with graded, metal of maximum size-b) 20 mm

1:1½:3 (1 cement : 1½ coarse sand : 4 graded stone aggregate 20 mm nominal size) (I. No. 3.3.1)

Column footing 33 1.00 1.00 0.15 4.95

Sloped portion 33 0.70 0.70 0.20 3.23

Column below GL 33 0.40 0.40 0.70 3.70

Column footing 4 1.40 1.00 0.25 1.40

Column below GL 8 0.25 0.25 0.85 0.43

Column above GL 8 0.25 0.25 1.60 0.80

Column footing 3 1.00 1.00 0.15 0.45

Sloped portion 3 0.70 0.70 0.20 0.29

Column below GL 3 0.25 0.25 0.85 0.16

6 PWD 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 : 4 graded stone aggregate 20 mm nominal size) (I. No. 3.4)

Single column 33 0.25 0.25 1.60 3.30

Joint column 8 0.25 0.25 1.60 0.80

Gate column 3 0.25 0.25 2.50 0.47

7 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Cold twisted bar/ Hot rolled deformed steel

For Qty of concrete Refer item No- 22.00

For Qty of concrete Refer item No- 5.00

Considered steel @100 Kg./Cum. 2700.00

Total Qty @100 Kg./Cum Qty. of RCC 2700.00 Kg

8 902 Fly ash brick (with the use of ash cement and sand) masonry in superstructure in -(v) Cement mortar 1:6

Single column -33 0.25 0.23 1.60 -3.04

Joint column -8 0.25 0.23 1.60 -0.74

Deduction for column 38.00 cum

9 In cement mortar 1:4 ( 1 cement : 4 fine sand)

Sides of Single column 176 0.10 1.90 33.44

Top of column sides 176 0.10 0.10 1.76

10 1105 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

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

Sides of Single column 176 0.10 1.90 33.44

11 1320 Providing, fabricating and fixing in positionM.S. grill for window opening (or any other similar opening), wicket gate, Compound gate or over parapets, grill on Staircase etc. or works of similar nature of any pattern, any design (straight or curved) fitted and fixed in position, including all welding, riveting etc., to floors, walls, columns, etc., and repairing the same to the original condition in CM 1:3complete - (a) M.S. grill consisting of M.S. bars only

50x50x6mm angle- Horizontal 3 3.60 4.50kg/m 48.60

50x50x6mm angle- Vertical 4 2.50 4.50kg/m 45.00

40x5mm MS flat 4 3.20 1.57kg/m 20.11

10mm square bar @0.785kg/m 49 2.50 0.79kg/m 96.16

50x50x6mm angle- Horizontal 3 1.00 4.50kg/m 13.50

50x50x6mm angle- Vertical 2 2.50 4.50kg/m 22.50

40x5mm MS flat 2 2.69 1.57kg/m 8.45

10mm square bar @0.785kg/m 14 2.50 0.79kg/m 27.48

10% extra for lock and others 28.18

Total 310.00 Kg

12 Painting one or more coats with synthetic enamel paint (IS: 2932-1974) on previously painted surfaces in all shades to give an even shade.

Area as per item No- 487.60

Total 487.60 sqm

13 1807 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm

Double gate 2 3.60 2.50 18.00

Wicket gate 2 1.00 2.50 5.00

Total 23.00 sqm

14 1607 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials.

Foundations, footings, base of columns and plinth beam in any shape and size (I. No. 2.1.1)

ColumnPCC 132 1.00 0.15 19.80

Column footing 132 1.00 0.15 19.80

Column below GL 132 0.40 0.70 36.96

Plinth beam 2 116.00 0.30 69.60

ColumnPCC 8 1.40 0.10 1.12

ColumnPCC 8 1.20 0.10 0.96

Column footing 8 1.20 0.25 2.40

Column below GL 32 0.40 0.85 10.88

15 1607 Form work for R.C.C. in-situ, thickness not exceeding 20cm, for slabs, lintels, beams,columns, etc. including all leads and lifts for all materials-(a) Up to 1.5 m height

Single Column 132 0.25 1.60 52.80

Joint Column 32 0.25 1.60 12.80

Gate column 12 0.25 2.50 7.50

16 709 Labour only for filling, ramming and watering

For Total excvation qty, Refer item No-Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District& 65.00

Deducion for RCC qty

PCC for Single column -33 1.20 1.20 0.10 -4.75

Joint column -4 1.60 1.20 0.10 -0.77

Column footing -33 1.00 1.00 0.15 -4.95

Sloped portion -33 0.70 0.70 0.20 -3.23

Column below GL -33 0.40 0.40 0.70 -3.70

Column footing -4 1.40 1.00 0.25 -1.40

Column below GL -8 0.25 0.25 0.85 -0.43

Column footing -3 1.00 1.00 0.15 -0.45

Sloped portion -3 0.70 0.70 0.20 -0.29

Column below GL -3 0.25 0.25 0.85 -0.16

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Allied Work:-Guard Room with Toilet

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 100.00 1.43 sqm 143.00

(CG WRD, SOR 2022 ITEM NO. 302)

2 1.1/9 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing. 18.45 110.50 cum 2039.00

(CG WRD, SOR 2022 ITEM NO. 402)

3 3.1/23 Providing and placing in position M-10 R.C.C excluding cost of reinforcement, form work but cleaning etc. complete with graded metal of maximum size- (a) 40 mm 1.67 3083.60 cum 5162.00

(CG WRD, SOR 2022 ITEM NO. 1603)

4 3.3/23 Providing and casting in-situ, controlled concrete for R.C.C. and prestressed concrete work including weigh batching,ramming, vibrating, finishing, cleaning etc. complete (excluding reinforcement and formwork)- (d) M-30 concrete 5.88 6341.40 cum 37262.00

(CG WRD, SOR 2022 ITEM NO. 2439)

5 3.4/23 Providing and casting in-situ, controlled concrete for R.C.C. and prestressed concrete work including weigh batching,ramming, vibrating, finishing, cleaning etc. complete (excluding reinforcement and formwork)- (d) M-30 concrete 6.05 6341.40 cum 38391.00

(CG WRD, SOR 2022 ITEM NO. 2439)

6 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 1432.00 75.90 Kg 108689.00

(CG WRD, SOR 2022 ITEM NO. 1304)

7 2.1/16 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials.

a 2.1.1/16 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. 11.37 163.80 sqm 1862.00

(CG WRD, SOR 2022 ITEM NO. 1607)

b 2.1.2/16 Wall of any thickness including attached pilasters, buttresses etc. in super structure. 15.78 213.20 sqm 3363.00

(CG WRD, SOR 2022 ITEM NO. 1608)

c 2.1.7/16 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 26.00 213.20 sqm 5543.00

d 2.1.8/16 Beams, lintels, cantilevers & walls 16.92 213.20 sqm 3607.00

e 2.1.5/16 Columns, Pillars, Piers and likes- rectangular or square in shape 8.83 213.20 sqm 1883.00

(CG WRD, SOR 2022 ITEM NO. 1608)

8 7.2/44 Second class T.M. open bhatta or pajawa burnt brick masonry in superstructure in-v) Cement mortar 1:6 11.28 3691.05 cum 41635.00

(CG WRD, SOR 2022 ITEM NO. 901)

9 7.11/45 Extra rate for one-brick or half-brick wall 27.69 227.70 sqm 6304.00

(CG WRD, SOR 2022 ITEM NO. 910)

10 8.1.2/54 Sawn, sal, bija, haldu, kem or hollock wood wrought framed and fixed complete in position. 0.23 76774.50 cum 17735.00

(CG WRD, SOR 2022 ITEM NO. 1202)

11 8.3/ 54 MR 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. 56.00 125.00 Nos 7000.00 72.5

(PWD SOR Item no.8.3 Page 54)

12 8.6.2/55 Providing and fixing 40mm thick paneled or glazed or paneled and glazed shutter frames for doors excluding hinges and paneling. (Area of shutter to be measured without deducting paneling area) in Bijasal, benteak, khair, haldu 5.25 1768.00 sqm 9282.00

(PWD SOR Item no.8.6.2 Page 55)

13 8.11.2/56 Providing and fixing 5mm thick glass panes in glazed or paneled and glazed shutters of doors and window,clearstory windows etc (Only area of glass panes to be measured). 4.32 502.00 sqm 2169.00

(PWD SOR Item no.8.6.26 Page 56)

14 8.52.1 /61 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 38.50 75.90 Kg 2922.00

(CG WRD, SOR 2022 ITEM NO. 1304)

15 8.58 / 62 Providing and fixing bright finished brass butt hinges with brass polished MS screws complete:

(PWD SOR Item no.8.58.1 Page 62)

(PWD SOR Item no.8.58.2 Page 62)

16 8.60.1 / 62 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws omplete:300x16mm 3.00 475.00 Each 1425.00

(PWD SOR Item no.8.60.1 Page 62)

17 8.62/ 62 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete:

(PWD SOR Item no.8.62.1 Page 62)

(PWD SOR Item no.8.62.2 Page 62)

18 8.74.4/62 Providing and fixing bright finished brass hard drawn hooks & eyes with brass polished MS screws etc complete. 150mm 16.00 51.00 Each 816.00

(PWD SOR Item no.8.74.4 Page 62)

19 12.9.1 /112 Providing and laying antiskid ceramic floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. -Size 300x300mm 9.77 692.00 sqm 6761.00

(PWD SOR Item no.12.9.1 Page 112)

20 12.12/112 Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. 10.14 963.00 sqm 9765.00

(PWD SOR Item no.12.12 Page 112)

21 11.2/103 Providing and making 12mm thick cement plaster of mix: 33.90 103.00 sqm 3491.00

(PWD SOR Item no.11.2 Page 103)

22 11.1/103 6mm thick cement plaster to ceiling in-(b) C.M. 1:4 17.45 72.00 sqm 1257.00

(PWD SOR Item no.11.1 Page 103)

23 11.3/103 15mm thick cement plaster on brick work in-(b) C.M. 1:4 61.36 129.00 sqm 7915.00

(PWD SOR Item no.11.3 Page 103)

24 14.5.1/123 White washing with lime to give an even shade : New work ( three or more coats ) 78.81 9.40 sqm 741.00

(PWD SOR Item no.14.5.1 Page 123)

25 14.15.1/133 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 61.36 56.00 sqm 3436.00

(PWD SOR Item no.14.15.1 Page 133)

26 19.4/176 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. INTERNAL WORK - EXPOSED ON WALL 12.00 151.00 metre 1812.00

(PWD SOR Item no.19.4.2 Page 184)

27 19.7/177 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete:

(PWD SOR Item no.19.7 Page 177)

a 19.7.1/177 15mm dia. nominal bore 6.00 149.00 metre 894.00

(PWD SOR Item no.19.7.1 Page 177)

28 19.42,P/184 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 500.00 7.30 Litre 3650.00

(PWD SOR Item no.19.42 Page 184)

29 18.1.3,P/160 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Orissa pattern W.C. pan of size 580x440 mm 1.00 2899.00 Each 2899.00

(PWD SOR Item no.18.1.3 Page 160)

30 18.17.2P/162 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : required : White Size 550x400 mm 1.00 1408.00 Each 1408.00

(PWD SOR Item no.18.17.2 Page 162)

31 18.25.1/164 Providing and fixing 32mm dia flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 1.00 68.50 Each 69.00

(PWD SOR Item no.18.25 Page 164)

32 18.27.1/164 Providing and fixing 100x100mm square or round cast iron grating for gully trap. 3.00 30.00 Each 90.00

(PWD SOR Item no.18.27 Page 164)

33 18.28,P/164 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. 1.00 41.00 Each 41.00

(PWD SOR Item no.18.28 Page 164)

34 18.30.1/164 Providing and fixing 5mm thick mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing 0.27 2016.00 sqm 544.00

(PWD SOR Item no.18.30.1Page 164)

35 19.13.2/179 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: Bib cock (350 grams) 2.00 105.00 Each 210.00

(PWD SOR Item no.19.13.2Page 179)

36 19.14/179 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required

(PWD SOR Item no.19.14 Page 179)

a 19.14.12,P/179 Bottle trap set with extension pipes 1.00 473.00 Each 473.00

(PWD SOR Item no.19.14.12 Page 179)

b 19.15,P/179 Providing and fixing stainless steel drain jali of approved make/quality. 2.00 51.00 Each 102.00

(PWD SOR Item no.19.15.1Page 179)

37 18.76/170 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. 4.00 267.00 metre 1068.00

(PWD SOR Item no.18.76.1Page 170)

38 18.79.1/171 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour over a coat of primer (of approved quality) for new work : 100 mm diameter pipe (b) 110mm dia 4.00 61.00 Each 244.00

(PWD SOR Item no.18.79 Page 171)

39 18.79.1/171 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour over a coat of primer (of approved quality) for new work : 100 mm diameter pipe 3.00 24.50 metre 74.00

(PWD SOR Item no.18.79.1Page 171)

40 19.47/184 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 : 2.00 754.00 Each 1508.00

(PWD SOR Item no.19.47 Page 184)

41 19.48/185 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 1.00 4644.00 Each 4644.00

(PWD SOR Item no.19.48 Page 185)

42 19.49,P/185 Constructing masonry Chamber 90x90x100 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top 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 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 1.00 8013.00 Each 8013.00

(PWD SOR Item no.19.49 Page 185)

43 LS for Electrification-3% 11010.27

SUB TOTAL RS. 378019.27

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Allied Work:-Guard Room with Toilet

S. No. / UCSR No. Particular Measurement Qty.

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 1 10.00 10.00 100.00 sqm

2 1.1/9 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing.

ColumnColumn 6 1.10 1.10 1.20 8.71 cum

Septic Tank 1 2.70 1.95 1.85 9.74 cum

3 3.1/23 Providing and placing in position M-10 R.C.C excluding cost of reinforcement, form work but cleaning etc. complete with graded metal of maximum size- (a) 40 mm

Septic Tank 1 2.70 1.95 0.18 0.95 Cum

4 3.3/23 Providing and casting in-situ, controlled concrete for R.C.C. and prestressed concrete work including weigh batching,ramming, vibrating, finishing, cleaning etc. complete (excluding reinforcement and formwork)- (d) M-30 concrete

Sloped area 6 0.60 0.60 0.25 0.54 cum

neck column 6 0.30 0.23 0.60 0.25 cum

Plinth beam- Long wall 2 4.60 0.23 0.30 0.635 cum

Plinth beam- Short wall 3 3.20 0.23 0.30 0.662 cum

Septick tank base slab 1 1.90 1.15 0.20 0.437 cum

side wall 2 1.90 0.20 1.65 1.254 cum

Baffle wall 1 1.15 0.20 0.80 0.184 cum

5 3.4/23 Providing and casting in-situ, controlled concrete for R.C.C. and prestressed concrete work including weigh batching,ramming, vibrating, finishing, cleaning etc. complete (excluding reinforcement and formwork)- (d) M-30 concrete

Lintel beam- Long wall 2 4.60 0.23 0.15 0.317 cum

Lintel beam- Short wall 3 3.20 0.23 0.15 0.331 cum

Beam- Short 3 3.20 0.30 0.30 0.864 cum

Main slab 1 4.90 3.90 0.13 2.39 cum

6 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

For Quantity of concrete Refer Item no- 5.88 cum

For Quantity of concrete Refer Item no- 6.05 cum

Total Concrete 11.93 cum

Considered steel @120kg/cum 1431.60 kg

Total 1432.00 kg

7 2.1/16 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials.

a 2.1.1/16 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

Column-PCC 4 6 1.10 0.10 2.64 sqm

Footing 4 6 0.90 0.15 3.24 sqm

Septic Tank 2 6 0.30 0.60 2.16 sqm

Septick tank PCC 1 9.30 0.18 1.67 sqm

Total 11.37 sqm

b 2.1.2/16 Wall of any thickness including attached pilasters, buttresses etc. in super structure.

side wall 2 1.90 1.65 6.270 sqm

Baffle wall 2 1.15 0.80 1.840 sqm

Top slab 1 2.10 1.35 2.835 sqm

Total 15.78 sqm

c 2.1.7/16 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

main slab 1 4.90 3.90 19.11 sqm

Sides 2 4.90 0.13 1.23 sqm

Septick tank base slab 2 1.90 0.20 0.760 sqm

Top slab 1 2.10 1.35 2.835 sqm

Total 26.00 sqm

d 2.1.8/16 Beams, lintels, cantilevers & walls

Lintel beam- Long wall 2 2 4.60 0.15 2.760 sqm

Lintel beam- Short wall 2 3 3.20 0.15 2.880 sqm

Beam- Long 2 2 4.60 0.30 5.520 sqm

Beam- Short 2 3 3.20 0.30 5.760 sqm

Total 16.92 sqm

e 2.1.5/16 Columns, Pillars, Piers and likes- rectangular or square in shape

Column 2 6 0.23 3.20 8.832 sqm

8 7.2/44 Second class T.M. open bhatta or pajawa burnt brick masonry in superstructure in-v) Cement mortar 1:6

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

Super Stucture 2 4.60 0.23 3.20 6.77 cum

Deduct door-D1-0.90x2.10-1No -1 0.90 0.23 2.10 -0.44 cum

Deduct door-D1-0.80x2.10-2No -2 0.80 0.23 2.10 -0.77 cum

Deduct window-1.20x1.20-2Nos -2 1.20 0.23 1.20 -0.66 cum

Deduct Ventilator-0.60x1.20-2Nos -2 0.60 0.23 1.20 -0.33 cum

Steps near front door 3 1 1.20 0.90 0.15 0.49 cum

9 7.11/45 Extra rate for one-brick or half-brick wall

Parapet 2 5.80 0.80 9.28 sqm

Parapet 2 4.80 0.80 7.68 sqm

Septic tank side 2 2.10 1.65 6.93 sqm

Total 27.69 sqm

10 8.1.2/54 Sawn, sal, bija, haldu, kem or hollock wood wrought framed and fixed complete in position.

Door-0.9x2.10-1N0-Horizontal 1 0.90 0.10 0.08 0.007 cum

Vertical 2 2.10 0.10 0.08 0.032 cum

Door-0.8x2.10-1N0-Horizontal 2 1 0.80 0.10 0.08 0.012 cum

Ventilator-0.60x1.20-2Nos 2 2 0.60 0.08 0.05 0.009 cum

Ventilator-0.60x1.20-2Nos 2 2 1.20 0.08 0.05 0.018 cum

Total 0.231 cum

11 8.3/ 54 MR 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.

Door-3Nos 8 3 24 Nos

Windows-2Nos 8 3 24 Nos

Ventilato-2Nos 4 2 8 Nos

12 8.6.2/55 Providing and fixing 40mm thick paneled or glazed or paneled and glazed shutter frames for doors excluding hinges and paneling. (Area of shutter to be measured without deducting paneling area) in Bijasal, benteak, khair, haldu

13 8.11.2/56 Providing and fixing 5mm thick glass panes in glazed or paneled and glazed shutters of doors and window,clearstory windows etc (Only area of glass panes to be measured).

Windows 2 1.20 1.20 2.880 sqm

Ventilator 2 0.60 1.20 1.440 sqm

14 8.52.1 /61 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Window-10mm dia 2 17 1.20 0.617kg/m 25.174 kg

Ventilator-10mm dia 2 9 1.20 0.617kg/m 13.327 kg

(CG WRD, SOR 2022, ITEM NO.1304/116) 38.501 kg

15 8.58 / 62 Providing and fixing bright finished brass butt hinges with brass polished MS screws complete:

a 8.58.1 /62 125x85x5.50 mm (Heavy Type)

For door 3 4 12.000 Nos

b 8.58.2 / 62 100x85x5.50 mm (Heavy Type)

For windows 2 6 12.000 Nos

Ventilator 2 2 4.000 Nos

16 8.60.1 / 62 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws omplete:300x16mm 3 3.000 Each

17 8.62/ 62 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete:

18 8.74.4/62 Providing and fixing bright finished brass hard drawn hooks & eyes with brass polished MS screws etc complete. 150mm 4 4 16.000 Each

19 12.9.1 /112 Providing and laying antiskid ceramic floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete. -Size 300x300mm

Toilet & bathing area 2 1.50 1.50 2.10 9.45 sqm

20 12.12/112 Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

Guard room 1 3.20 2.60 8.32 sqm

Door sill 1 1.00 0.20 0.20 sqm

Steps-Tread 3 1.20 0.30 1.08 sqm

Steps-Riser 3 1.20 0.15 0.54 sqm

21 11.2/103 Providing and making 12mm thick cement plaster of mix:

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

Inside walls 2 3.20 3.20 20.48 sqm

Toilet & bathing area 2 4 1.50 0.00 2.10 0.00 sqm

Deduct Door (-) -0.5 1 0.90 2.10 -0.95 sqm

Deduct Door (-) -0.5 1 0.80 2.10 -0.84 sqm

Deduct Window (-) -0.5 2 1.20 1.20 -1.44 sqm

22 11.1/103 6mm thick cement plaster to ceiling in-(b) C.M. 1:4

Internal plastering

Ceiling 1 3.20 2.60 8.32 sqm

Projection 2 5.80 0.60 6.96 sqm

Toilet & bathing area 2 1.50 1.50 4.50 sqm

Deduct Door (-) -0.5 1 0.90 2.10 -0.95 sqm

Deduct Door (-) -0.5 2 0.80 2.10 -1.68 sqm

Deduct Window (-) -0.5 2 1.20 1.20 -1.44 sqm

Ventilator(-) -0.5 2 6.00 1.20 -7.20 sqm

23 11.3/103 15mm thick cement plaster on brick work in-(b) C.M. 1:4

External area 2 4.60 3.20 29.44 sqm

Parapet 2 5.80 0.80 9.28 sqm

Parapet 2 4.80 0.80 7.68 sqm

Deduct Door (-) -0.5 1 0.90 2.10 -0.95 sqm

Deduct Door (-) -0.5 2 0.80 2.10 -1.68 sqm

Deduct Window (-) -0.5 2 1.20 1.20 -1.44 sqm

Ventilator(-) -0.5 2 6.00 1.20 -7.20 sqm

24 14.5.1/123 White washing with lime to give an even shade : New work ( three or more coats )

For quantity Refer item No- 17.45 sqm

For quantity Refer item No- 61.36 sqm

25 14.15.1/133 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

quantity as per item no 09 61.36 sqm

Water supply & sanitary fittings

26 19.4/176 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. INTERNAL WORK - EXPOSED ON WALL

PN 16 (SDR 9) -20 mm dia 12.00 12.00 metre

27 19.7/177 Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete:

a 19.7.1/177 15mm dia. nominal bore 6.00 6.00 metre

28 19.42,P/184 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 500.00 500.00 Litre

29 18.1.3,P/160 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Orissa pattern W.C. pan of size 580x440 mm 1 1.00 Each

30 18.17.2P/162 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required : required : White Size 550x400 mm 1 1.00 Each

31 18.25.1/164 Providing and fixing 32mm dia flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 1 1.00 Each

32 18.27.1/164 Providing and fixing 100x100mm square or round cast iron grating for gully trap. 3 3.00 Each

33 18.28,P/164 Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design. 1 1.00 Each

34 18.30.1/164 Providing and fixing 5mm thick mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing 1 0.45 0.60 0.27 sqm

35 19.13.2/179 19.13 Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality: Bib cock (350 grams) 2.00 2.00 Each

36 19.14/179 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required

a 19.14.12,P/179 Bottle trap set with extension pipes 1.00 1.00 Each

b 19.15,P/179 Providing and fixing stainless steel drain jali of approved make/quality. 2.00 2.00 Each

37 18.76/170 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.

38 18.79.1/171 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour over a coat of primer (of approved quality) for new work : 100 mm diameter pipe (b) 110mm dia 4.00 4.00 Each

39 18.79.1/171 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour over a coat of primer (of approved quality) for new work : 100 mm diameter pipe 3.00 3.00 metre

40 19.47/184 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 : 2 2.00 Each

41 19.48/185 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 1 1.00 Each

42 19.49,P/185 Constructing masonry Chamber 90x90x100 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top 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 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 1 1.00 1.00 Each

43 LS for Electrification-3%

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Diversion of Road at Road crossings at Various Locations

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 5346.00 223.00 cum 1192158.00

2 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 956.25 250.00 cum 239063.00

3 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401, Plant mix method (with Mechanically crushed stone only) 1012.50 1423.00 cum 1440788.00

4 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) 1170.00 1434.00 cum 1677780.00

5 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. 2925.00 64.00 sqm 187200.00

6 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. 2925.00 17.00 sqm 49725.00

7 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.) With mechanical paver finisher 219.38 7916.00 cum 1736573.00

8 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) With mechanical paver finisher 117.00 9812.00 cum 1148004.00

9 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 lifts and lead upto 1000 meters as per relevant clauses of section 300. 233.28 95.00 cum 22162.00

10 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) 116.64 2332.00 cum 272004.00

11 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe (Laying Reinforced cement concrete pipe NP 3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipe, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 270.00 2706.00 RM 730620.00

12 Transportation of metal i/c loading & unloading For a lead upto 1 Km

For a lead upto 1 Km =92+20% above 8821.13 110.40 cum 973853.00

Beyond 1 Kms and upto 10 Kms(Add extra for every 1 Km.) for 5 kms 4*5=20.0 8821.13 20.00 cum 176423.00

SUB TOTAL RS. 9846353.00

GRAND TOTAL RS. 11618697.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Diversion of Road at Road crossings at Various Locations

S. No. / UCSR No. Particular Measurement Qty.

1 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 18 50.00 4.95 1.20 5346.00 Cum

2 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 18 50.00 4.25 0.25 956.25 Cum

3 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401, Plant mix method (with Mechanically crushed stone only)

For Lower Sub-base with Grading-III Material 18 50.00 3.75 0.30 1012.50 Cum

4 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) 18 50.00 3.25 0.40 1170.00 Cum

5 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.

(i) on WBM/WMM surface @0.85 Kg/sqm. 18 50.00 3.25 2925.00 Sqm

6 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.

(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 2925.00 Sqm

7 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.) With mechanical paver finisher

for Grading-II(26.5 mm nominal size bitumen content 4.50%) 18 50 3.25 0.075 219.38 Cum

8 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) With mechanical paver finisher

for Grading II (13.2 mm nominal size) with bitumen 6.0 % 18 50 3.25 0.04 117.00 Cum

9 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 lifts and lead upto 1000 meters as per relevant clauses of section 300.

For R C C pipe laying 18 9 2.4 0.6 233.28 Cum

10 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) 18 9 2.4 0.3 116.64 Cum

11 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe (Laying Reinforced cement concrete pipe NP 3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipe, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )

600mm dia RCC pipe in two rows 36 7.50 270.00 Rm

12 Transportation of metal i/c loading & unloading For a lead upto 1 Km

For a lead upto 1 Km =92+20% above 8821.13 Cum

Beyond 1 Kms and upto 10 Kms(Add extra for every 1 Km.) for 5 kms 4*5=20.0 8821.13 Cum

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

BLOCK:- DHARSIVA DIST.:- RAIPUR

TOTAL REQUIREMENT OF WATER

REQUIREMENT OF WATER FROM SAMODA BARRAGE

Total requirement of Kumhari MI Tank 14.61 MCuM

Total requirement of Pendrawin Tank 0 MCuM

Total Industrial requirement 5 MCuM

Total requirement 19.61 MCuM

Total daily requirement considering 6

Months of Monsoon period 0.1089 MCuM per day

Total Daily Requirement in MLD 108.928 MLD

Considering 2% losses during transit 111.11 MLD

Net Quantity Required from Samoda Dam 111.11 MLD

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

BLOCK:- DHARSIVA DIST.:- RAIPUR

DEMAND OF WATYER FROM SAMODA BARRAGE

Total Req. For Kumhari For Pendrawan

MCM 20.00 For 6 Months 20.00 For 6 Months 0.00 For 6 Months

3.33 For 1 Months 3.33 For 1 Months 0.00 For 1 Months

0.11111 For 1 Day 0.111 For 1 Day 0.00000 For 1 Day

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

BLOCK:- DHARSIVA DIST.:- RAIPUR

DESIGN OF ROSE PIECE

1 Daily Demand 111.11 Mld

2 Total Hrs. Pumping. 22 Hrs.

3 Design Flow 121.21 Mld

4 Intake Work to be

design to 2 volume 242.42 Mld

Flow. Say 242.00 Mld

2.800925926 Cum/Sec.

5 Enterance Velocity Through

Orifices Say 36 M/Min

6 Area of holes to be provided

in Rose Piece 5.601851852 Sqm.

If 16mm dia orifice at 50mm is proposed for rose piece. Total no. of orifices

available in one row for a length of 1.0m will be 1000/50 = 20 Nos.

Total No.of orifices available 20x20 400 Nos.

in one Sq.m area

Effective area available in

one Sq. m area of Rose Piece. 0.080384 Sqm.

Total area required 5.602 69.68864266 Sqm.

Provide rose piece of dia 1.50 m.

Length of Rose Piece. 2.00 m.

Area provided in one rose piece 9.42 Sqm.

No. of rose pieces required. 69.68864266 7.397945081 Nos.

Hence, Provide 10 no of Rose pieces

CALCULATION OF LEAST-COST PIPE SIZE {esc}{esc}{esc}{esc}{esc}{esc} {goto}J4~{GOTO}F4~{GOTO}I20~

PUMPING TRANSMISSION MAIN /fs~r/XG\M~

SAMODA INTAKE WELL TO KUMHARI IRRIGATION TANK /pprA1.O115~

Design of Economic Size of Raw Water Rising Main. STATEMENT NO {esc}{esc}{esc}{esc}{esc}{esc} oml8~

From : INTAKE WELL /frPUMPMAIN~/XG\M~ mr132~

To: Branch at 'A' I N P U T D A T A mt0~

1) Water requirement : Year Discharge {esc}{esc}{esc}{esc}{esc}{esc} mb8~

Annual Annual Outer /qy/XG\M~ s\{esc}\015~

A. Initial 2020 111.111 mld Maintainance Revenue diameter 250 6.8 {esc}ag{esc}{esc}{esc}{esc}{esc}{esc}{esc}{goto}A1~/XG\M~

B. Intermediate 2035 111.111 mld DIAMETER MATER- Thickness HWC RATE RATE Loss 300 7.2

C. Ultimate 2050 111.111 mld MM. IAL Rs/M Rs/M Rs/M MM 350 7.7

2) Pumping main LENGTH 30700.00 M 600.00 DI K-9 140 12405.00 0.00 0.00 600.00 {esc}{esc}{esc}{esc}{esc}{esc}{esc}

3) Static head for pump ST.HEAD 54.759 M 700.00 DI K-9 140 15958.00 0.00 0.00 700.00 {home}q~{?}~{?}~

5) Combined eff. of pump set EFF. % 75.00 % 800.00 DI K-9 140 19653.00 0.00 0.00 800.00 {goto}s26~{goto}z27~/XG\M~

8) Life of elec. motors P.Yrs 15.00 yr. /WGPD{goto}f2~{goto}I13~/dsd {esc}i13.o18~pKEY~a~g{goto}e86~/cK13.K18~

9) Energy charges /KWH Unit Including fuel+ P/KWH 600.00 paise c72~

MAHAGENCO charges

10) Pumping hours for discharge PUMPING- 22.00 hrs 0.04 /rlcC72.C77~

at the end of 15 Years HOURS PRESS <CTRL>M for MENU {calc}{goto}f96~{goto}j95~/rncTEST~~{goto}e86~

11) Inflation rate 5.00 % -0.04 {goto}TEST~

12) Overloading factor 1.20 /xiCOST=TEST~{right}{name}/c~B105~{goto}b86~/rndTEST~/wgpe/XG\M~/XQ~

CALCULATIONS: 1st 15 years 2nd 15 years 2 /rndTEST~{down}/rncTEST~~/xgloop~

1) Discharge at Start OF PERIOD 111.11 mld 111.11 mld

2) Discharge at the end of 15 yrs 111.11 mld 111.11 mld 22.79 {goto}test

3) Average Discharge 111.11 mld 111.11 mld

4) Ave.pumping hours during the period 22.00 hrs 22.00 hrs

5) KW required at combined 22.33 * H1 22.33 * H2 /fs{ESC}{?}~R{ESC}

efficiency of pumping set /XG\M~

6) Ave.annual charges for electrical

energy Rs. 48211.68 * KW1 48211.68 * KW2

/XMmenu~ INPUT SAVE RETRIEVE ADD CALCULATE PRINT GO_TO_TOP QUIT

ENTER THE DESIGN DATA & PIPE COST SAVE THE WORK-SHEET UNDER OLD NAME LOAD THE WORK-SHEET PUMPMAIN.WKS ADD PIPECLAS FILE DATA CALCULATE THE ECONOMIC SIZE OF PIPE PRINT THE ENTIRE WORK-SHEET GO-TO TOP OF WORK-SHEET ( For LOCATION of MAIN ) EXIT THE MENU

/xg\i~ /XG\S~ /XG\R~ /XG\A~ /XG\C~ /XG\P~ {HOME}{GOTO}C5~{?}~{?}~/XG\M~ /XQ

TABLE 1 - VELOCITY AND HEADLOSSES FOR DIFFERENT PIPE SIZES {HOME}~/FCCNA1..M21~{ESC}{ESC}\DESIGN\PIPECLAS.WK1~/RUK13..K18~

Total head (m) for 30700.00 m length

Sr. Pipe Frictional Head Velocity in including 54.76 m static head

No. Size loss per m/s

in 1000 m 1st stage flow 2nd stage flow

mm. 1st 2nd 1st 2nd Frict- Total Frict- Total

stage stage stage stage ional Other* losses ional Other* losses

flow flow flow flow loss losses H1 loss losses H2

>>> * Other losses = 10% of frictional loss 304.40 2.96

TABLE 2 - KILOWATTS & COST OF PUMP SETS REQUIRED FOR DIFFERENT PIPE SIZES AND PIPE COST 295.52 2.96

1st stage flow of 2nd stage flow of Cost Cost

111.11 million liters/day 111.11 million liters/day of of

PIPE Class H1 Kw Pump H2 Kw Pump per meter

Size of Total req'd Cost @ Rs Total req'd Cost @ Rs unit pipe

Sl. in PIPE head plus % 50000.00 head plus % 50000.00 length line

No. mm in 50.00 per kw in 50.00 per kw THS

meters standby Rs THS meters standby Rs THS ( Rs ) ( Rs )

TABLE 3 - COMPARATIVE STATEMENT OF OVERALL COST OF PUMPING MAIN FOR DIFFERENT PIPE SIZES

1st stage flow 111.11 mld 2nd stage flow 111.11 mld

Cost Annual Capital- Capital- Cost Annual Capital- Capital- Grand Clear Outer

of Energy & ised ised of Energy & ised ised Total of ID diameter

Sr. pump Maint'nce M & E Total pump Maint'nce M & E Total Capitalised PIPE (in mm)

No. sets Charges Charges Cost sets Charges Charges Cost cost for SIZE

THS THS THS THS THS THS THS THS THS (mm)

*** TABLE 3 shows that the most economical size of MAIN is : 1000.00 mm costing Capitalised Rs. 3507427 thousands

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

BLOCK:- DHARSIVA DIST.:- RAIPUR

WATER HAMMER CALCULATION AND DESIGN OF RAW WATER RISING MAIN

FROM JACK WELL TO BPT

2 Design capacity of Rising Main 121.212 Mld 745.8360551

3 Diameter & type of Rising Main (Internal Dia after 1000.00 mm DI K-9

deducting mortor lining)

4 Length 30700.00 m

5 Coefficient of roughness 140.00

6 Velocity of flow Q (in cum. /Sec) 1.79 M/Sec. Hazen william's formula

7 Water Hammer Head V= Velocity in m/s 0.88

C= Coefficient of roughness 140

H Max = Maximum pressure rise in the closed conduit D= Internal diameter in mm 300

above the normal pressure in M/sec. S= Frictional gradient ( hf / l )

H Max a x V/g 188.24 M hf= Frictional losses

a = Velocity of pressure wave travel in m/sec.

K = Bulk modulus of water 2.07 x 108 kg/sq cm2 Modulus of elastcity

Dia Type Class CI 7500000000 Kg / m2

D = Class and Dia of pipe. 1000.00 DI K-9 1102.773104 DI 17000000000 Kg / m2

C = Pipe wall thickness 13.5 mm. PVC 300000000 Kg / m2

E = Elasticity modulus 1.70E+10 kg/Sqm. HDPE 90000000 Kg / m2

of pipe material Allowable operating pressure

g = Acceleration due to gravity in m/sec. 9.81 m/sec2 C.I. 100 m

V = Normal velocity before 1.79 M/sec. M.S.

closer in m/sec.

H max a x V/g 188.238 m. Alowable maximum field test pressure

8 Static Head C.I. 100 m

F.S.L. of OHT - Lowest invert R.L. D.I. 590 m 770 m

9 Frictional Head

a) Dia, Type and class of Dia Type Class

Rising Main 1000.00 mm DI K-9

Nominal diameter wall thickness Nominal Allowable pressure Nominal

b) Length of Rising Main 30700.00 m K-9 diameter K-9 diameter

d) Rate of friction 2.12 m/Km. 150 6 150 640 150 960

e) Frictional Head 65.038 m. 250 6.8 250 540 250 700

f) Add 10% losses for specials. 6.50 m. 350 7.7 350 450 350 590

g) Velocity Head. 2 m. 450 8.6 450 400 450 530

h) Total Frictional Head 73.54 m. 600 9.9 600 360 600 480

Condition No. I (max. Working Pressure) 800 11.7 800 320 800 4.3

Working Head= [7 + 8(h)] 128.300 Which is less than 1000 13.5 1000 300 1000 4.1

working pressure 1200 15.3 1200 280 1200 3.9

Condition No.2 (max. field test Pressure) 316.54 Which is less than

I) Total Head = [6+7+8 (h)] 430 meter

permissible as per

As both the conditions are satisfied 1000 mm Dia DI K - 9 Pipe line is proposed.

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

BLOCK:- DHARSIVA DIST.:- RAIPUR

DESIGN OF PUMPING MACHIENRY (RAW WATER )

From Intake Well AT Samoda Barrage to Branch Point 'A'

1 As per requirement of Kumhari & Pendrawan Tank for 6 Months 20 MCM

2 Total quantity required per Day 111.111 MLD

3 Immediate stage requirement to be pumped from Samoda I.Well 111.111 MLD

4 Rate of pumping. 5050505.05 Lit./Hr.

5 Hours of pumping. 22 Hrs.

6 Designed discharge 121.2121212 MLD

7 Lowest suction level. 248.00 M. 265.995

9 Static Lift. 65.75 M.

10 Dia, Type and Class of Pipes. 1000 DI 5555665.5

C value of rising main 140 925944.25

11 Length of Rising main. 30700.00 M.

12 Rate of frictional losses. 2.12 M./Km.

13 Frictional losses. 65.084 M.

14 Losses through specials. 6.508 M.

15 Total frictional losses. 71.592 M.

16 Driving head. 2 M. 841750.8417

18 Efficiency of pumps 80%

19 BHP required = Discharge x Total Head / (75 x 60 x 60 x 0.80)

With 10% over loading = 5050505.05X140X1.1/(75X60X60X0.8)

However, Provide 6 Sets of Pumps 600.1666667 Say 600 HP

Provide 600 BHP 6 no of sets of vertical Turbine Pump to Discharge 925926 LPH 123044

Against Total Head of 140 m with 50% Stand bye

Total 9 no of VT pump is proposed 6W+3S.

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FINANCIAL FLOW CHART OF CAPACITY ENHANCEMENT (WATER AUGMENTATION WORK) OF KUMHARI RESERVOIR WORK OF LAYING PIPELINE FROM SAMODA BARRAGE TO KUMHARI RESERVOIR OF RAIPUR DISTRICT

TOTAL PROPOSED COST: Rs. 23580.06 Lacs / Proposed Irrigation- 801 Ha. / Budget Allotment for the Year 2023-24 - Rs. 10.00 Lacs

S.No Work Head Proposed Cost 1st Qtr 2nd Qtr 3rd Qtr 4th Qtr End of 5th Qtr

Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin. Phy. Fin.

Unit - II Canal Work

1 "A" Preliminary Nil 100% - - - - - - - 100% Nil

3 "C" Masonary Nil - - - - - - - - - -

4 "K" Building Nil - - - - - - - - - -

6 "M" Planitation Nil - - - - - - - - - -

7 "O" Miscellaneous Nil - - - - - - - - - -

8 "P" Maintenance Nil - - - - - 100% Nil 100% Nil

9 "R" Communication Nil - - - - - - - - - -

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Benefit - Cost Ratio

S. No. Particulars Amount (in Lakhs)

A Cost of Estimate :-

1 Unit - I Head works Nil

2 Unit - II Canals 23580.06

B Annual Benefits for 801 Ha.:-(As per agriculture Deptt.)

1 Value of Total agricultural produce before irrigation 1001.25

2 Cost of cultivation @ 30000/- Ha. 240.30

3 Net benefit before irrigation S. No. (1-2) 760.95

4 Value of Agricultural produce after irrigation 5707.13

5 Cost of cultivation @ 30000/- Ha. 240.30

6 Net benefit after irrigation S. No. (4-5) 5466.83

Net annual benefits Cost (6-3) 4705.88

C Annual Cost :-

1 Interest 10% capital cost Rs. 24143.85 Lakhs 2358.01

2 Depreciation 2% on capital cost Rs. 24329.95 Lakhs 471.60

3 Annual operation & Maintenance charges Rs. 120.00 per hact. for 801 Ha. 0.96

Proportionate energy charge for 4 month Operation pumped pipe line 160.00

D Benefit Cost Ratio

Annual benefits/Total Annual Cost 1.57 > 1.50

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Receipts from Produce before Irrigation

S. No. Name of crop Area in Hact. Produce Cost of cultivation Remark

Produce per ha. in Qtl. Total Produce in Qtl. Rate per Qtl. (Rs.) Value of total produce in Lakhs Per Ha. Total Lakhs

Electricity charges of pumps, modification supply of material - Rs. 160.00 Lakhs

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Receipts from Produce after Irrigation

S. No. Name of crop Area in Hact. Produce Cost of cultivation Remark

Produce per ha. in Qtl. Total Produce in Qtl. Rate per Qtl. (Rs.) Value of total produce in Lakhs Per Ha. Total Lakhs

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

GENERAL ABSTRACT

S. No. Sub Head Amount in Lakhs

1 "A" Preliminary Nil

3 "C" Masonry Nil

4 "K" Building Nil

5 "L" Earth work 23580.06

6 "M" Plantation Nil

7 "O" Miscellaneous Nil

8 "P" Maintenance Nil

9 "R" Communication Nil

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

S. No. Sub Head Amount in Lakhs

1 Estimate of Intake well ( Dia : 25.00x20.00X 15m in Depth , Pump House 25.00x20.00x10.00 M in HIGHT ) & RCC Approch Bridge -100M Length with Approach Road 300M Length

2 Providing and laying DI K-9 Clear water pumping main (Dia 1000 mm total length - 307000 RMT) 18647.05

3 Estimate of Pumping Machinery at Intake Well. (VT Pumps HP-600 Head 140M, 6W+3S) 2700.00

4 Construction of 15.00 Lakh capacity Ground Service Reservoir at junction 'A' 113.80

5 Provision for Three phase electric connection, installation of new transformer (1 working + 1 standby) and laying of new electrical line as per CSEB norms at Intake We (37500 KVA) 446.04

6 Bulk Flow Meters (3 Nos) 121.66

7 Allied Works (Compoumnd wall at GSR, Guard Room, Plantation at GSR site and Land Acquisition etc.) 1318.04

Add 1% Work charge & Contengencies 233.47

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 PHE Tamping in canal bed and sides including saturation up to 30cm depth for preparation of earthen sub-grade before laying in-situ cement concrete lining.

2 Providing and laying free draining sand below lining in canal bed and side slopes including compaction as per specification.

#REF! #REF! 83.20 cum #REF!

#REF! #REF! 88.40 cum #REF!

#REF! #REF! #REF! 418.60 cum #REF!

#REF! #REF! 1015.30 cum #REF!

#REF! #REF! 1019.20 cum #REF!

#REF! #REF! 1023.10 cum #REF!

#REF! #REF! 1027.00 cum #REF!

#REF! #REF! 1030.90 cum #REF!

#REF! #REF! 1034.80 cum #REF!

#REF! #REF! #REF! 3348.80 cum #REF!

#REF! #REF! #REF! 4386.60 cum #REF!

#REF! #REF! 213.20 sqm #REF!

#REF! #REF! 213.20 sqm #REF!

#REF! #REF! 163.80 sqm #REF!

#REF! #REF! #REF! 75.90 Kg #REF!

8a #REF! #REF! 3161.60 Kg #REF!

8b Filling foundations and around masonry works with soft soil or sand including watering and ramming

#REF! 214.50 Cum #REF!

#REF! #REF! #REF! 370.50 Kg #REF!

#REF! #REF! #REF! 216.00 sqm #REF!

#REF! #REF! #REF! 260.00 Kg #REF!

#REF! #REF! #REF! 1556.10 RM #REF!

#REF! #REF! #REF! 6131.00 RM #REF!

#REF! #REF! #REF! 2377.65 sqm #REF!

#REF! #REF! #REF! 202157.80 Kg #REF!

#REF! #REF! #REF! 370.50 Kg #REF!

#REF! #REF! #REF! 116.00 sqm #REF!

#REF! #REF! #REF! 57.75 sqm #REF!

#REF! #REF! #REF! 3891.00 No. #REF!

#REF! #REF! #REF! 433.50 RM #REF!

#REF! #REF! #REF! 1365.00 No. #REF!

#REF! #REF! 5% of TOTAL COST #REF!

Geological Investigation 5% of TOTAL COST #REF!

EOT Crane 5% of TOTAL COST #REF!

Electrification in Intake Well & Bridge 100000.00

#REF! #REF! Job 1821681.00

#REF! #REF! Job #REF!

SUB TOTAL RS. #REF!

GST @ 18% #REF!

GRAND TOTAL RS. #REF!

ESTIMATE FOR NALLAH LINING TO PIHAR NALLAH AND INCREASING HEIGHT OH WEIR

S. No. Particular Measurement Rate Per Amount

No. L B D/H Qty.

1 PHE Tamping in canal bed and sides including saturation up to 30cm depth for preparation of earthen sub-grade before laying in-situ cement concrete lining.

Length of Nalla Side walls 2 5000 5.00 50000.00 Sqm

Nalla Base 1 5000 4.50 22500.00 Sqm

(CGWRD, ITEM NO. 2502/P 201)

2 Providing and laying free draining sand below lining in canal bed and side slopes including compaction as per specification.

(CGWRD, ITEM NO. 2503/P 201) Total 7250.00 146.90 Cum 1065025.00

3 Providing and laying bitumen laminated waterproof paper I.S.:1398-1982 (Type1) over top of drains and sand surface b

(CGWRD, ITEM NO. 2505/P 202)

4 (a) Providing and placing in position cement concrete 1:3:6 with 40mm graded stone ballast for in-situ lining in canal bed including form work for laying in panels, vibration finishing, making grooves as per IS.3873, finishing curing for 28 days, cleaning etc., complete.

(CGWRD, ITEM NO. 2512(a)/P 203)

5 Providing and placing in position reinforced cement concrete 1:2:4 with 40mm graded stone ballast for in-situ lining in canal side slopes including form work, for laying in panels, screeding the surface of side slopes with winch operated slip form, finishing, making grooves as per IS:3873, curing for 28 days by constructing brick masonry drains with weep holes or perforated pipes on the coping at the top of lining or by sprinklers, cleaning etc. complete.

(CGWRD, ITEM NO. 2513(b)/P 204)

5 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning, straightening, cutting, bending, all handling, placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)- (a) Mild steel bars conforming to Grade-1 of IS : 432 (part-I) (b) Cold worked steel high strength bar

(CGWRD, ITEM NO. 1304/P 115)

6 Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work-

(CGWRD, ITEM NO. 2153/P 176)

By diesel pumps

More than 20HP to 30HP

25 HP 4 No of Pump 15 Hrs Daily for 60 Days 4 15 60 3600.00 542.10 Hr 1951560.00

7 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if required). Providing impervious / semi pervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-incharge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-incharge. Cum 866 Not

(CG PHED, ITEM NO. 20.1/P 78)

8 To increase height of weir at PIHAR Nalla

Providing and constructing part of weir to increase height including providing and laying RCC concrete , necessary reinforcement , plastering, railing replacement of FRP gates, inlet MS gate, dewatering, coffer dam etc complete.

Total Rs 134790123.00

In Lakhs Rs 1347.90

Add 18% GST Charges Rs 242.62

Total Rs 1590.52

Add 1% Contengencies Rs 159.05

Add 3% PMC Charges Rs 47.72

In Crores Rs 18.00

ESTIMATE FOR LINING TO PIHAR NALLA, RCC TANK, MANUAL SCREEN AND WMM ROAD

S. No. Particular Measurement Per

No. L B D/H Qty.

A LINING OF PIHAR NALLA

1 18.13 CGPHE SOR 2020 AMD No 7/22-23 Surface dressing of the ground including removing vegetation and in - equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kind of soil (CG PHED SOR Amendment no.7 2022-23 Item no.18.13 page no.51)

2 18.17 CGPHE SOR 2020 AMD No 7/22-23 Earth work in excavation for pipe trench in Laterite 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.

Provision for Ramp 1 15.00 4.00 1.00 60.00 Cum

3 18.18 CGPHE SOR 2020 AMD No 7/22-23 For muddy area, extra rate for item No. 18.15 (extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions).(CG

20% extra rate for above item 12020.00 Cum

4 20.5 CGPHE SOR 2020 AMD No 7/22-23 Providing and filling around the Intake well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts.

Below Retaining wall footing 2 650.00 2.50 0.30 975.00

Bottom of Nala Channel 1 650.00 12.00 0.25 1950.00

Provision for Ramp 1 15.00 4.00 0.30 18.00

5 18.40 CGPHE SOR 2020 AMD No 7/22-23 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)

Bottom Slab for 90 m Part only 1 90 12.00 0.15 162.00 Cum

Provision for Ramp 1 15.00 4.00 0.15 9.00 Cum

6 18.42 CGPHE SOR 2020 AMD No 7/22-23 Providing & laying mechanically mixed R.C.C. excluding centering& shuttering and reinforcement in foundation/plinth (20mm graded metal)

Raft Footing 2 650 2.00 0.30 780.00

Bottom Slab for 90 m 1 90 12.00 0.30 324.00

Provision for Ramp 1 15.00 4.00 0.25 15.00

L-Type wall for pipe interceptor 1 15 0.30 4.00 18.00

Deduction for 1400 mm dia pipe portion -1 0.30 -0.60

Buffel wall on settling chamber part 3 8 0.30 4.00 28.80

Total 2725.20 Cum

7 18.44 CGPHE SOR 2020 AMD No 7/22-23 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.

Taking 80kg/cum of RCC 218015.77 Kg

8 18.64 CGPHE SOR 2020 AMD No 7/22-23 Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for:

8.1 18.64.1 Foundation , footing, bases of columns ,etc for mass concrete

8.2 18.64.2 Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc

Buffel Wall 3 x 2 8 4.00 192.00

L type Wall 1x2 15 4.00 120.00

9 18.21 CGPHE SOR 2020 AMD No 7/22-23 Pumping out water caused by springs, tides or river seepage, broken water mains or drains or well or the like.

3 times dewatering in footing area only 2x3 650 2.5 0.70 6825.00 Kl

10 20.10 CGPHE SOR 2020 AMD No 7/22-23 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if required). Providing impervious / semi pervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-incharge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-incharge.

In Partiallength of Nala 1 250 4.50 3.00 3375.00 Cum

11 20.6 CGPHE SOR 2020 AMD No 7/22-23 Providing, and fixing 80 mm diaA.C./ P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete with all leads and lifts.

12 18.24 CGPHE SOR 2020 AMD No 7/22-23 Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply)

13 18.23 CGPHE SOR 2020 AMD No 7/22-23 Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding Watering and ramming.

Total Excavation of Both side footing 6560.00

Deduction of RCC Qty -780.00

Qty of PCC -390.00

Qty of Boulder Soling -975.00

14 19.10 CGPHE SOR 2020 AMD No 7/22-23 Carriage of Material by Mechanical transport including loading unloading & stacking etc.

14.1 19.10.2 Upto 2.00 KM For 50% qty only of Nala center Part excavation only. 2730.00 Cum

SUB WORK Construction of RCC Tank/Basin) adjustant to weir and intercepting Chamber & Providing and laying 1400 mm dia extra inlet to intercepting Chamber to arresst all the flow --- etc complete.

1 18.17 CGPHE SOR 2020 AMD No 7/22-23 Earth work in excavation for pipe trench in Laterite 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.

2 18.18 CGPHE SOR 2020 AMD No 7/22-23 For muddy area, extra rate for item No. 18.15 (extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions).(CG

20% extra rate for above item 162.00 Cum

3 13.3 CGPHED SOR 2020 Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. (CG PHED SOR Page 174 Item 13,3)

1400 mm dia RCC NP-3 pipess 1 6.00 6.00 Rmt

4 18.40 CGPHE SOR 2020 AMD No 7/22-23 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)

5 18.42 CGPHE SOR 2020 AMD No 7/22-23 Providing & laying mechanically mixed R.C.C. excluding centering& shuttering and reinforcement in foundation/plinth (20mm graded metal)

Baffle Walls 4 9 1.4 0.3 15.12

Total 118.48 Cum

6 18.44 CGPHE SOR 2020 AMD No 7/22-23 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.

Taking 80kg/cum of RCC 9478.08 Kg

7 18.64 CGPHE SOR 2020 AMD No 7/22-23 Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for:

7.1 18.64.2 Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc

8 18.23 CGPHE SOR 2020 AMD No 7/22-23 Filling available excavated earth in trenches, lead up t 50m and lift up to 1.5m in all kind of soil excluding Watering and ramming.

Total 91.08 cum

9 19.31 CGPHED SOR 2020 Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M15 grade 150 mm x 150 mm concrete post placed every 3 m centre-to-centre founded in M15 grade cementconcrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete.

10 9.6 CGPWD Building SOR 2015 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.

10.1 9.6.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

WMM ROAD L=350 RMT in Length & 4.00 M in Width

1 2.2 Road SOR 2015 Clearing Grass and Removal of Rubbish (clearing grass andremoval of rubbish up to a distance of 50 meters outsite the periphery of the area)

In Hectare 0.1575 Hec

2 4.1 Road SOR Granular Sub-base as per Table:- 400-1Construction of granular sub-base by providing graded Material, ,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Grading-III Material

3 4.10 Road SOR Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)

Grading- II ( 53 to 22.4 mm size aggregate) Using Screening Type-B (11.2mm Agg.)

PROVIDING LOWERING LAYING & JOINTING RCC NP-3 PIPE INTERCEPTOR LENGTH - 90 RMT

1 18.17 CGPHE SOR 2020 AMD No 7/22-23 Earth work in excavation for pipe trench in Laterite 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.

2 18.18 CGPHE SOR 2020 AMD No 7/22-23 For muddy area, extra rate for item No. 18.15 (extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions).(CG

20% extra rate for above item 270.00 Cum

3 13.3 CGPHED SOR 2020 Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints. (CG PHED SOR Page 174 Item 13,3)

1400 mm dia RCC NP-3 pipess 1 90.00 90.00 Rmt

4 AS PER Detail Sheet Providing and constructing RCC chamber including all types of excavation, concrete, steel Manhole cover and frame as per rate analysis

MANUAL SCREENS 12 RMT 2.0 Rmt Each Total 6 Nos

1 9.6 CGPWD Building SOR 2015 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.

RATE ANALYASIS FOR RCC CHAMBER

TAHSIL : RAIPUR DISTRICT : - RAIPUR

Length Width Depth C TH.

CHAMBER SIZE IN M 3.00 2.00 1.80 0.20

SOLING PCC RAFT WALL

S.No Particular L W D No Qty. Unit

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.

(CG PWD BUILDING SOR. P.No.09/It.No.1.1.1) 4 3 2.05 1 24.6 Cum

2 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.

Extra for every additional lift of 1.5 m or part there of

(CG PWD BUILDING SOR. P.No.09/It.No.1.1.1) 4 3 0.55 1 6.6 Cum

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.

(CG PWD BUILDING SOR. P.No.23/It.No.3.1.3) 3.4 2.4 0.2 1 1.63 Cum

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

RCC M-25 for foundation

Long wall 3.4 0.2 1.80 2 2.45 cum

Short wall 2 0.2 1.80 2 1.44 cum

(CG PWD BUILDING SOR. P.No.23/ It.No.3.3.2)

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

5 (CG PWD BUILDING SOR. P.No.24/It.No.3.12.4) 572.16 KG

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

RAFT 5.8 0.2 2 2.32 Sqm

Long wall 3.4 1.80 4 24.48 Sqm

Short wall 2 1.80 4 14.4 Sqm

COVER 3.4 0.2 4 2.72 Sqm

Slab 3 2 1 6 Sqm

(CG PWD BUILDING SOR. P.No.16/It.No.2.1.1,2.1.8)

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

Total Excavation 24.6

Volume of the Structures (Chamber ) -1.458

TOTAL 19.878 CUM

(CG PWD BUILDING SOR P.No.11/It.No.1.17)

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Approach Bridge for Intake Well

Size 100 m X 3.5 = 350 sqm

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 625.00 1.43 sqm 894.00

2 404 (a) Excavation in soft rock including 50m lead and 1.5m lift with dressing. 400.00 390.00 cum 156000.00

3 2153 (b) Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work- b) By diesel pumps 20 to 30 HP 100.00 542.10 Hrs. 54210.00

4 715 (b) Cement concrete 1:2:4 with graded metal of maximum size -40mm 27.08 3348.80 cum 90669.00

5 1604 (c) RCC Grade M-30 (Super Structure for roof slab of motor/discharge room) with gallery 81.00 4386.60 cum 355315.00

6 1604 (c) 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). 143.24 4386.60 cum 628326.00

7 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280-1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 23.00 7590.00 MT 174570.00

9 2449 Providing and fixing in position 1m high pipe railing with 3 rows of 40mm G.I. pipes and R.S.J. posts ([email protected]/m) as per approved drawing No.T/SH/9-A (E-in-C, P.W.D.) including 3 coats of painting etc. complete. 205.00 1556.10 RM 319001.00

SUB TOTAL RS. 1821681.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Approach Bridge for Intake Well

Size 100 m X 3.5 = 350 sqm

S. No. / UCSR No. Particular Measurement Qty.

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 1 125 5 625.00 Sqm

2 404 (a) Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Up to 3m depth (Column Footing)

Ordinary rock (not requiring blasting)

Mechanical Means for Footings 50 2 2 2 400.00 cum

3 2153 (b) Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work- b) By diesel pumps 20 to 30 HP 100.00 Hrs.

4 715 (b) Cement concrete 1:2:4 with graded metal of maximum size -40mm

In foundation and plinth (PCC M15) 50 1.9 1.9 0.15 27.08 cum

5 1604 (c) RCC Grade M-30 (Super Structure for roof slab of motor/discharge room) with gallery

RCC Grade M-30 (For Beams and columns) 50 1.8 1.8 0.5 81.00 cum

6 1604 (c) 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).

For beam across the bridge 25 0.45 0.3 3.5 11.81

For beam along the bridge 2 30 0.6 0.3 10.80

Using Batching Plant, Transit Mixer and Concrete Pump. For solid slab super-structure (Height 5m to 10m)

Total 143.24 cum

7 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280-1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 232.28

(100 kg per cum of quantity of CC) 23.00 MT

8 2439 (b) Hand Rail

Concrete pillars M20 134 0.2 0.2 1.5 8.04 cum

9 2449 Providing and fixing in position 1m high pipe railing with 3 rows of 40mm G.I. pipes and R.S.J. posts ([email protected]/m) as per approved drawing No.T/SH/9-A (E-in-C, P.W.D.) including 3 coats of painting etc. complete. 1 205 205.00 R.Mtr

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

PUMPING MAIN FROM SAMODA TO JUNCTION POINT 'A'

Length of Pumping Main 30700 Rmt

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 92100.00 1.43 sqm 131703.00

2 201 (a) Dag-belling in all types of soil 614.00 312.00 Rmt 191568.00

3 401 (a) Excavation is soft or ordinary soil including 50m lead and 1.5m lift with dressing

30% Total Excavation Qty for Pipe line 46418.40 79.30 cum 3680979.00

For Thrust Blocks 5753.01 79.30 cum 456214.00

4 401 (b) Excavation in hard soil including 50m lead and 1.5m lift with dressing.

40% Total Excavation Qty 61891.20 93.60 cum 5793016.00

For Thrust Blocks 7550.83 93.60 cum 706758.00

5 404 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

20% Total Excavation Qty 30945.60 390.00 cum 12068784.00

For Thrust Blocks 3595.63 390.00 cum 1402297.00

6 405 (b) Excavation in hard rock including 50m lead and 1.5 m lift

Hard rock requiring chiseling / where blasting is prohibited.

10% Total Excavation Qty 15472.80 952.90 cum 14744031.00

For Thrust Blocks 1797.82 952.90 cum 1713139.00

6.1/1901 Dismantling rammed moorum and boulders cum 157.50 or rammed moorum and metal in foundations and under floors 7500.00 157.50 cum 1181250.00

7 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 (1000 mm dia) 30700.00 37940.00 Rmt 1164758000.00

7.1 Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints.

600 mm dia RCC NP-3 Pipes 75.00 2950.00 Rmt 221250.00

300 mm dia RCC NP-3 Pipes 75.00 1128.00 Rmt 84600.00

8 701+ 709 Filling foundations and around masonry works with soft soil or sand including watering and ramming.And Labour only for filling, ramming and watering (1000 mm dia) 14736.00 214.50 cum 3160872.00

9 MR 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 diaMtr/sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 62.00 298607.00 Each 18513634.00

10 MR 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 diaMtr/sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 41.00 202361.00 Each 8296801.00

11 MR 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 diaMtr /sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 62.00 146256.00 Each 9067872.00

12 MR Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS:9523/2000 having dimension as per table 18 of IS:9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 124.00 119099.00 Each 14768276.00

13/4443 ( 4) Supplying fixing and commissiong of CI Tamper proof Air valve approved make body and seat ring of bronze PN 1.6 confoirminmg to IS 14845 of specified diamter with all fixtures including costy of all material, machinery, labour etc complete. 60.00 54499.50 Each 3269970.00

14 MR Providing & fixing following ductile iron double flanged check valve without damper (non- returnvalve) including jointing &testing with cost of jointing material such asbolts,nuts and rubber insertion all complete as per IS: 5312 (Part II)

15 MR Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.

350 mm diameter - PN-16 for Scour valve 5.00 140273.00 Each 701365.00

200 mm diameter - PN-16 for isolation valve 60.00 44941.00 Each 2696460.00

16 MR 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.

1000mm x 200mm For Air Valves 60.00 188250.00 Each 11295000.00

17 MR 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 diaMtr/sizes with external bitumen and internal cement mortar lining.

18 MR Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 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.

19 MR Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 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.

20 MR Labour only for cutting following Ductile Iron pipes of any type and class.

21 MR Chamfering of CI/DI pipes of all typesand classes to make suitable for tyton joints.

22 MR Providing 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.)

23 Construction of RCC valve chamber with 15 cm thick wall base course 10 cm thick in M-10. complete.

RCC Valve Chamber of 2.0x2.0x3.0M size 68.00 199872.00 Nos 13591296.00

24 Construction of RCC thrust block including necessary Excavation,PCC,RCC etc complete. (1000 mm dia) 3.2866 121374.00 Nos 398913.00

25 709 Labour only for filling, ramming and watering

For Thrust Blocks 11872.63 89.70 cum 1064975.00

26 MR Carriage of Material by Mechanical transport including loading unloading & stacking etc.

For Thrust Blocks 6824.66 222.00 cum 1515075.00

27 715 (b) Cement concrete 1:2:4 with graded metal of maximum size -40mm

For Thrust Blocks 774.91 3348.80 cum 2595019.00

28 1604 © Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

For Thrust Blocks 6049.74 4386.60 cum 26537789.00

29 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning, straightening, cutting, bending, all handling, placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-

(b) Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 115065.55 75.90 Kg 8733475.00

30 Form work for R.C.C. in-situ, thickness not not exceeding 1 m, including all leads and lifts for all materials- (a) Up to 1.5 m height 5149.25 213.20 sqm 1097820.00

Pumping out water caused by springs tides or river seepage, broken water mains or drains or well or the like. (PHE SOR P. No. 20 I. No.2.9) 56091.87 71.00 KL 3982523.00

31 MR Providing and supply of Zero Velocity Valves of renowned make duly tested inclusive of all taxes related to central, state and municipal, inclusive of excise duty, inspection charges, transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. 15 Kg 3.00 475000.00 Each 1425000.00

32 MR Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating) 51027.25 138.95 KG 7090236.00

33 MR Providing and applying of anti corrosive Epoxy painting to outer and inner surface of the casing and carrier pipe of approved make in two coats.

For casing Pipe 1000 mm Dia 1972.92 1197.00 sqm 2361585.00

34 MR Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials fromsteel 7000.00 370.50 Kg 2593500.00

35 Provision for Canal and road crossing including providing and laying MS pipe and specials, providing canal lining if required etc complete. 6.00 1500000.00 Nos 9000000.00

36 Provision for dismentaling existing structures, buildings etc. Job 5000000.00

37 Provision for repairing the existing RCC / DI pipe line which may me damaged during execution. Job 5000000.00

38 Provision for repairing the existing RCC slab or any other structure of existing RCC culvert and bridge, which may me damaged during execution. Job 5000000.00

39 Provision for Providing and fixing sign board including MS brackets etc complete. Job 1158729.00

40 2137 (a) Providing chainage-cum-boundary stone made of precast 1:2;4 RCC 20 mm graded metal including formwork, cost of reinforcement, finishing, curing, etc. complete, as per type design 4 of Water Resources Department.(On each 30 Rmt) 1023.00 195.00 Each 199485.00

41 2137 (b) Fixing chainage-cum-boundary stone (type design 4) in 1:3:6 cement concrete with 40mm graded metal including excavation (any strata) handling and fixing of stone, curing etc. complete. 1023.00 512.20 Each 523981.00

42 2138 Painting chainage-cum-boundary stone (type design 4) with white back ground of enamel paint and figuring and lettering with black paint, including cost of paint brushes etc. complete. 1023.00 61.10 Each 62505.00

Permission for PWD/SH/MDR/ODR 3700 meter @3000 per meter :- 11100000.00

Permission along with pipe laid in PWD/SH/MDR/ODR 27000meter 3000 per meter :- 81000000.00

Sub Total Rs. :- 1585062427.00

GST @18% excluding CG PWD SOR Items :- 279642246.00

Grand Total Rs. :- 1864704673.00

Or Say Rs. :- Rs.(Lakh) :- 18647.05

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

PUMPING MAIN FROM SAMODA TO JUNCTION POINT 'A'

Length of Pumping Main 30700 Rmt

S. No. / UCSR No. Particular Measurement Qty.

1 302 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out.

Pipe line from Samoda barrage to Kumhari tapping point. 1 30700 3.00 92100 Sqm

2 201 (a) Dag-belling in all types of soil

Single spread stroke ( Minimum 75mm deep) 1 30700 0.02 614.00 Rmt

EXCAVATION QUANTITY

3 401 (a) Excavation is soft or ordinary soil including 50m lead and 1.5m lift with dressing

30% Total Excavation Qty for Pipe line 46418.4 Cum

For Thrust Blocks 5753.012 Cum

4 401 (b) Excavation in hard soil including 50m lead and 1.5m lift with dressing.

40% Total Excavation Qty 61891.2 Cum

For Thrust Blocks 7550.828 Cum

5 404 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

20% Total Excavation Qty 30945.6 Cum

For Thrust Blocks 3595.633 Cum

6 405 (b) Excavation in hard rock including 50m lead and 1.5 m lift

Hard rock requiring chiseling / where blasting is prohibited.

10% Total Excavation Qty 15472.8 Cum

For Thrust Blocks 1797.816 Cum

6.1/1901 Dismantling rammed moorum and boulders cum 157.50 or rammed moorum and metal in foundations and under floors 1 2500.00 3.00 1.00 7500 Cum

7 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 (1000 mm dia) 30700.00 Rmt

Note:- The Rate of DI K-9 Pipes are not included in WRD SOR Hence, PHED SOR rates are adopted.

7.1 Providing and Laying non-pressure (NP3) RCC socket & spigot pipes with rubber gasket joint including testing of joints.

Note:- Provision is made for replacement of pipes, if existing RCC pipes will distroyed during excavation)

600 mm dia RCC NP-3 Pipes 75.00 Rmt

300 mm dia RCC NP-3 Pipes 75.00 Rmt

8 701+ 709 Filling foundations and around masonry works with soft soil or sand including watering and ramming.And Labour only for filling, ramming and watering (1000 mm dia) 30700.00 1.60 0.30 14736 cum

9 MR 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 diaMtr/sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 62.00 Each

10 MR 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 diaMtr/sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 41.00 Each

11 MR 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 diaMtr /sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 62.00 Each

12 MR Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS:9523/2000 having dimension as per table 18 of IS:9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. (1000 mm dia) 124.00 Each

13/4443 ( 4) Supplying fixing and commissiong of CI Tamper proof Air valve approved make body and seat ring of bronze PN 1.6 confoirminmg to IS 14845 of specified diamter with all fixtures including costy of all material, machinery, labour etc complete.

(4) 200 mm diameter with all accessories 60.00 Each

14 MR Providing & fixing following ductile iron double flanged check valve without damper (non- returnvalve) including jointing &testing with cost of jointing material such asbolts,nuts and rubber insertion all complete as per IS: 5312 (Part II)

1000 mm Dia. 6 Each

200 mm Dia. 0 Each

15 MR Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.

1000 mm dia 3.00 Each

350 mm diameter - PN-16 for Scour valve 5.00 Each

200 mm diameter - PN-16 for isolation valve 60.00 Each

16 MR 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.

1000mm x 200mm For Air Valves 60 Each

1000mm x 350mm 5 Each

1000mm x 300mm 3 Each

17 MR 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 diaMtr/sizes with external bitumen and internal cement mortar lining.

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 30.00 Each

18 MR Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS:9523/2000 having dimension as per table 24 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.

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 30.00 Each

19 MR Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 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.

Flange Socket Tail piece

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 30.00 Each

20 MR Labour only for cutting following Ductile Iron pipes of any type and class.

300 mm dia 6.00 Per Cut

350 mm dia 10.00 Per Cut

1000 mm dia 402.00 Per Cut

21 MR Chamfering of CI/DI pipes of all typesand classes to make suitable for tyton joints.

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 804.00 Each

22 MR Providing 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.)

300 mm dia 6.00 Each

350 mm dia 10.00 Each

1000 mm dia 804.00 Each

23 Construction of RCC valve chamber with 15 cm thick wall base course 10 cm thick in M-10. complete.

RCC Valve Chamber of 2.0x2.0x3.0M size 68.00 Nos

24 Construction of RCC thrust block including necessary Excavation,PCC,RCC etc complete. (1000 mm dia) 3.2866

25 709 Labour only for filling, ramming and watering

Deduction Pipe volume

For Thrust Blocks 11872.63 cum

26 MR Carriage of Material by Mechanical transport including loading unloading & stacking etc.

Surplus Earth & Moorum

Distance 5 km 56797.37 Cum

For Thrust Blocks 6824.66 Cum

27 715 (b) Cement concrete 1:2:4 with graded metal of maximum size -40mm

For Thrust Blocks 774.91 Cum

28 1604 © Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

PCC Grade M30 with minimum: Cement Content @ 375kg/cum

For Thrust Blocks 6049.74 Cum

29 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning, straightening, cutting, bending, all handling, placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-

(b) Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 115065.55 Kg

30 Form work for R.C.C. in-situ, thickness not not exceeding 1 m, including all leads and lifts for all materials- (a) Up to 1.5 m height 5149.25 Sqm

Pumping out water caused by springs tides or river seepage, broken water mains or drains or well or the like. (PHE SOR P. No. 20 I. No.2.9) 56091.87 KL

31 MR Providing and supply of Zero Velocity Valves of renowned make duly tested inclusive of all taxes related to central, state and municipal, inclusive of excise duty, inspection charges, transportation charges, transit insurance, loading/ unloading and stacking at site/ store etc, complete. 15 Kg

32 MR Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating)

Total Weight 51027.25 Kg

33 MR Providing and applying of anti corrosive Epoxy painting to outer and inner surface of the casing and carrier pipe of approved make in two coats.

For casing Pipe 1000 mm Dia 1.00 628.00 3.14 1 1972.92 Sqm.

34 MR Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials fromsteel

Tee, Bends etc 1 7000 Kg

35 Provision for Canal and road crossing including providing and laying MS pipe and specials, providing canal lining if required etc complete. 1 6 6.0 No

36 Provision for dismentaling existing structures, buildings etc. 1 1 1 Job

37 Provision for repairing the existing RCC / DI pipe line which may me damaged during execution. 1 1 1 Job

38 Provision for repairing the existing RCC slab or any other structure of existing RCC culvert and bridge, which may me damaged during execution. 1 1 1 Job

39 Provision for Providing and fixing sign board including MS brackets etc complete. 1 1 1 Job

40 2137 (a) Providing chainage-cum-boundary stone made of precast 1:2;4 RCC 20 mm graded metal including formwork, cost of reinforcement, finishing, curing, etc. complete, as per type design 4 of Water Resources Department.(On each 30 Rmt) 1023.0 Nos

41 2137 (b) Fixing chainage-cum-boundary stone (type design 4) in 1:3:6 cement concrete with 40mm graded metal including excavation (any strata) handling and fixing of stone, curing etc. complete. 1023.0 Nos

42 2138 Painting chainage-cum-boundary stone (type design 4) with white back ground of enamel paint and figuring and lettering with black paint, including cost of paint brushes etc. complete. 1023.0 Nos

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

RATE ANALYSIS FOR D.I. K-9 PIPE

Sr. No. Ref. to SOR Particulars Rate Increase of Rate in % if any Additional amount Total Rate

1 Rate as per WRD SOR 2022 Item No.4429 D.I. K-7 Pipe 23121.00 Add 50% for Rate increased in 2023 as per WRD instructions 11560.50 34681.50

2 Rate as per PHED SOR AMENDMENT NO.07 2022-23 Item No.4.1 D.I. K-7 Pipe 26491.00 No ncrease 0.00 26491.00

Difference of Rate in WRD and PHED Rs. 8190.50

Percentage increased above PHED SOR i.e. :- 30.918%

3 Rate as per PHED SOR AMENDMENT NO.07 2022-23 Item No.4.3 D.I. K-9 Pipe 28980.00 Add 30.918% for Rate increased as per diff. in rate. 8960.04 37940.04

Hence Rate for DI K-9 Pipes to be adopted RS. 37940.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Rate Analysis for RCC Valve Chamber of Size 2.0MX2.0MX3.0M Size ( (Item no.22 of RWPM1)

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 402 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing.

Ordinary soil 60% ( Item 18.16) 12.60 110.50 cum 1392.00

Hard Soil 40% Item -18.16) 8.40 219.70 cum 1845.00

2 704 Filling foundations and around masonry works with materials obtained from spoils including watering and ramming i/c 50m lead. 8.00 89.70 cum 718.00

3 1602 (a) Providing and placing in position M-15 R.C.C excluding cost of reinforcement, form work but, including vibration, finishing, curing and cleaning etc., complete with graded ,metal of maximum size- (a) 40 mm 1.01 3681.60 cum 3733.00

4 2439 (b) Providing and casting in-situ, controlled concrete for R.C.C. and prestressed concrete work including weigh batching,ramming, vibrating, finishing, cleaning etc. complete (excluding reinforcement and formwork)- (d) M-30 concrete 5.41 6341.40 cum 34323.00

5 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 685.00 75.90 Kg 51992.00

6 1608 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials.

a Foundation , footing, bases of columns ,etc for mass concrete 1.56 163.80 sqm 256.00

b Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc 45.58 213.20 sqm 9718.00

c Suspended floors, roofs, landings, balconies and access platform 9.64 213.20 sqm 2055.00

7 1109 15mm thick rough cast cement plaster in (a) C.M. 1:3 22.00 186.00 sqm 4092.00

8 MR Providing and fixing in position C.I./M.S.steps or 22mm dia M.S. bar step with proper anchorage etc.and providing and applying 3coats of anti-corrosive paint etc. complete as directed by Engineer-in-charge. 6.00 350.00 Nos 2100.00

SUB TOTAL RS. 112224.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Rate Analysis for RCC Valve Chamber of Size 2.0MX2.0MX3.0M Size ( (Item no.22 of RWPM1)

S. No. / UCSR No. Particular Measurement Qty.

1 402 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing.

Up To 1.50 mt. Depth

Excavation Valve chambers (1.2 x 1.2 x 1.2) 1 3.2 3.2 2 20.48 cum

SayTotal Excavation = 21.00 cum

Ordinary soil 60% ( Item 18.16) 12.60 cum

Hard Soil 40% Item -18.16) 8.40 cum

2 704 Filling foundations and around masonry works with materials obtained from spoils including watering and ramming i/c 50m lead.

works with materials obtained from spoils Total Excavation Quantity = 21.00 cum

including watering and ramming i/c 50m

Total Refilling Quantity = 8.00 cum

3 1602 (a) Providing and placing in position M-15 R.C.C excluding cost of reinforcement, form work but, including vibration, finishing, curing and cleaning etc., complete with graded ,metal of maximum size- (a) 40 mm

4 2439 (b) Providing and casting in-situ, controlled concrete for R.C.C. and prestressed concrete work including weigh batching,ramming, vibrating, finishing, cleaning etc. complete (excluding reinforcement and formwork)- (d) M-30 concrete

Total RCC M:30 Quantity 5.41 cum

5 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 1 5.41 110 595.10

Say Total Steel Quanity = 685.00 Kg

6 1608 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials.

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

b Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc

c Suspended floors, roofs, landings, balconies and access platform

Base slab sides 4 2.65 0.15 1.59 sqm

Top slab 1 2.30 2.30 5.29 sqm

sides 8 2.30 0.15 2.76 sqm

7 1109 15mm thick rough cast cement plaster in (a) C.M. 1:3

Inside of Chamber 4 2.65 2 21.20 sqm

8 MR Providing and fixing in position C.I./M.S.steps or 22mm dia M.S. bar step with proper anchorage etc.and providing and applying 3coats of anti-corrosive paint etc. complete as directed by Engineer-in-charge. 6 6.00 Nos

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Rate Analysis for RCC Valve Chamber of Size 2.0MX2.0MX3.0M Size ( (Item no.22 of RWPM1)

Estimated Cost Rs :- 17.70 Lakh

S. No. Particular Qty. Unit Rate (In Rs.) Amount (In Rs.)

1 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out.

(CG WRD, SOR 2022 ITEM NO. 302)

2 Excavation in soft or ordinary soil including 50m lead and 1.5m lift with dressing

(WRD SOR 2022 Item no.2801)

3 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Soft rock with or without blasting or bituminous pavement / cement concrete road.

(WRD SOR 2022 Item no.2806)

4 Excavation in hard rock including 50m lead and 1.5m lift- / where blasting is prohibited.

(WRD SOR 2022 Item no.2807)

5 Filling foundations and around masonry works with hard moorum and picked up boulders including watering and ramming i/c 50m lead. .

(WRD SOR 2022 Item no.705)

6 Cement concrete 1:2:4 with graded metal of maximum size -40mm

M-15 PCC Below Intake Well Floor 1.29 Cum 3348.80 4313.00

(WRD SOR 2022 Item no.715b)

7 Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

RCC Grade M-30 (Sub Structure for the foundation of the well) Raft 2.00 Cum

RCC Grade M-30 (Super Structure for (wall) TRAPOZIDAL PORTION 1.84 Cum

Deduct for MS Pipe 1000 mm Dia -1.57 Cum

(WRD SOR 2022 Item no.1604c)

8 Providing and fixing Shuttering work for foundation, Intake wall and slab

Shuttering for PCC 0.15 m 1.38 Sqm 213.20 294.00

Shuttering for footing 10.00 Sqm

For Columns 14.40 Sqm

(WRD SOR 2022 Item no.1607)

9 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Sub-structure and Superstructure (80 kg per cum of quantity of R.C.C.) 1563.07 Kg 75.90 118637.00

(CG WRD, SOR 2022, ITEM NO.1304/116

10 Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating)

1000mm Dia Wt 241.35 per Rmt Total 9 m 2172.15 Kg 370.50 804782.00

(As per Market Rate)

11 Providing and applying of anti corrosive Epoxy painting to outer and inner surface of the casing and carrier pipe of approved make in two coats.

For casing Pipe 1000 mm Dia 28.28 Sqm 1197.00 33849.00

(As per Market Rate)

Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials from steel

1000 mm dia MS bends etc

(As per Market Rate) 965.40 Sqm 370.50 357681.00

18 For Structural Drawing 71429.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

BLOCK:-DHARSIWA DIST.:- RAIPUR

S. No. Particular No. L B H Qty. Unit

1 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out.

(CG WRD, SOR 2022 ITEM NO. 302)

2 Excavation in soft or ordinary soil including 50m lead and 1.5m lift with dressing

(WRD SOR 2022 Item no.2801)

3 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Soft rock with or without blasting or bituminous pavement / cement concrete road.

(WRD SOR 2022 Item no.2806)

4 Excavation in hard rock including 50m lead and 1.5m lift- / where blasting is prohibited.

(WRD SOR 2022 Item no.2807)

5 Filling foundations and around masonry works with hard moorum and picked up boulders including watering and ramming i/c 50m lead. .

(WRD SOR 2022 Item no.705)

6 Cement concrete 1:2:4 with graded metal of maximum size -40mm

M-15 PCC Below Intake Well Floor 2.00 2.30 2.80 0.10 1.29 Cum

(WRD SOR 2022 Item no.715b)

7 Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

RCC Grade M-30 (Sub Structure for the foundation of the well) Raft 2.00 2.00 2.50 0.20 2.00 Cum

RCC Grade M-30 (Super Structure for (wall) TRAPOZIDAL PORTION 2.00 1.50 1.75 0.35 1.84 Cum

Deduct for MS Pipe 1000 mm Dia 2.00 0.79 1.00 1.00 -1.57 Cum

(WRD SOR 2022 Item no.1604c)

8 Providing and fixing Shuttering work for foundation, Intake wall and slab

Shuttering for PCC 0.15 m 4 2.30 0.15 1.38 Sqm

Shuttering for footing 2 2.00 2.50 10.00 Sqm

For Columns 2 2.00 3.60 14.40 Sqm

(WRD SOR 2022 Item no.1607)

9 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Sub-structure and Superstructure (80 kg per cum of quantity of R.C.C.) 1563.07 Kg

(CG WRD, SOR 2022, ITEM NO.1304/116

10 Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating)

1000mm Dia Wt 241.35 per Rmt Total 9 m 9.00 2172.15 Kg

(As per Market Rate)

11 Providing and applying of anti corrosive Epoxy painting to outer and inner surface of the casing and carrier pipe of approved make in two coats.

For casing Pipe 1000 mm Dia 9.00 28.28 Sqm

(As per Market Rate)

Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials from steel

1000 mm dia MS bends etc

(As per Market Rate) 4.00 965.40 Sqm

18 For Structural Drawing 5% OF TOTAL COST

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

RATE ANALYSIS FOR SIGN BOARD

S. No. SOR 01st June, 2021 item of work Qty. Unit Rate Amount Qut.

1 401 (a) Execavation si soft or ordinary soil including 50m lead and 1.5m lift with dressing. 11.66 Cum 79.30 925

2 1602 Providing and placing in position M-15 RCC excluding cost reinforcemnet, from work but, including vibration, finishing, curing and cleaning etc, complete withu graded, metal of maximum size

3 1601 Providing and placing in position M-20 RCC excluding cost reinforcemnet, from work but, including vibration, finishing, curing and cleaning etc, complete withu graded, metal of maximum size 0.00

4 1816 Painting two or more coats with synthetic enamel paints (IS: 1932-1974) on new surfaces to give as even shade over an under coat of suitable shade with ordinary paint of approved brand and manufacture (excluding the cost of under coat with ordinary paint) 105.00 Sqm 82.50 8663

5 8.7 Over head signs (Providing and erecting over head signs with a corrosion reistant aluminium alloy sheet reflectorized with high intensity retro-reflective sheeting of incapsuiated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminium alloy are galvanized stell trestles and trussas of sections and tyre as per structural design requirements and approved plans)

A Truss on vertical support 3.17 Ton 78148.00 248099

B Aluminium alloy plate for overhead signs 64.75 Sqm 12441.00 805555

C Letting and figuring on both side of sign board including flurocent marking at required places 1.00 Nos. 75000.00 75000

Grand Total 1158729

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

RATE ANALYSIS FOR SIGN BOARD

S. No. SOR Item Item of Work Measurment Qty. Unit

1 401 (a) Execavation si soft or ordinary soil including 50m lead and 1.5m lift with dressing. 2.00 1.80 1.80 1.80 11.66 Cum

2 1602 Providing and placing in position M-15 RCC excluding cost reinforcemnet, from work but, including vibration, finishing, curing and cleaning etc, complete withu graded, metal of maximum size

3 1601 Providing and placing in position M-20 RCC excluding cost reinforcemnet, from work but, including vibration, finishing, curing and cleaning etc, complete withu graded, metal of maximum size

4 1816 Painting two or more coats with synthetic enamel paints (IS: 1932-1974) on new surfaces to give as even shade over an under coat of suitable shade with ordinary paint of approved brand and manufacture (excluding the cost of under coat with ordinary paint) 105.00 Sqm

5 8.7 Over head signs (Providing and erecting over head signs with a corrosion reistant aluminium alloy sheet reflectorized with high intensity retro-reflective sheeting of incapsuiated lens type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminium alloy are galvanized stell trestles and trussas of sections and tyre as per structural design requirements and approved plans)

A Truss on vertical support

MS pipe OD 353mm 6.35mm thickness 2.00 7.00 56.45 790.30

Nut and Bolt with washer etc 55.00 55.00

Total Quantity/1000 3.17 Ton

B Aluminium alloy plate for overhead signs 2.00 17.50 1.85 64.75 Sqm

C Letting and figuring on both side of sign board including flurocent marking at required places 1.00 1.00 Nos.

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Pumping Machinery

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 Providing, erecting commissioning & giving satisfactory test and trial of Water lubricated Vertical Turbine Pumps having Stainless Steel impeller, Stainless Steel Shaft, Discharge head & bowl assembly suitable to discharge 925926 LPH against total head of 140 m from all sources including all allied accesories with TPI etc complete. 5400.00 50000.00 BHP 270000000.00

In Lakhs 2700.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Pumping Machinery

S. No. / UCSR No. Particular Measurement Qty.

1 Providing, erecting commissioning & giving satisfactory test and trial of Water lubricated Vertical Turbine Pumps having Stainless Steel impeller, Stainless Steel Shaft, Discharge head & bowl assembly suitable to discharge 925926 LPH against total head of 140 m from all sources including all allied accesories with TPI etc complete.

600 Bhp - 9 Nos Discharge 925926 LPH Head 140 m.(6W+3S) 5400.00 BHP

CAPACITY ENHANCEMENT (WATER AUGUMEMTATION WORK)

OF KUMHARI RESERVOIR BY LAYING PIPELINE FROM

SAMODA BARRAGE TO KUMHARI RESERVOIR OF RAIPUR DISTRICT

BLOCK:-DHARSIWA DIST.:- RAIPUR

R.C.C. SUMP OF CAPACITY 15.00 LAKH LITRES

( 20.00X20.00X3.75M IN SIZE )

Estimated Cost Rs :- 113.80 Lakh

S. No. Particular Qty. Unit Rate (In Rs.) Amount (In Rs.)

1 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out. 6 6 28.26

(CG WRD, SOR 2022 ITEM NO. 302)

2 Excavation in soft or ordinary soil including 50m lead and 1.5m lift with dressing

(WRD SOR 2022 Item no.2801)

3 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Soft rock with or without blasting or bituminous pavement / cement concrete road.

(WRD SOR 2022 Item no.2806)

4 Excavation in hard rock including 50m lead and 1.5m lift- / where blasting is prohibited.

(WRD SOR 2022 Item no.2807)

5 Filling foundations and around masonry works with hard moorum and picked up boulders including watering and ramming i/c 50m lead. .

(WRD SOR 2022 Item no.705)

6 Cement concrete 1:2:4 with graded metal of maximum size -40mm

M-15 PCC Below Intake Well Floor 81.43 Cum 3348.80 272705.00

(WRD SOR 2022 Item no.715b)

7 Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

RCC Grade M-30 (Sub Structure for the foundation of the well) Raft 220.50 Cum

RCC Grade M-30 (Super Structure for (wall) Foundation top to bottom of slab Walls 89.25 Cum

RCC Grade M-30 (For Beams and columns)

For Columns size 500x500

Below Roof Slab 17.00 Cum

for Beams size 500x750

Below Roof Slab 4+4=8 Nos 44.00 Cum

RCC Roof Slab 105.80 Cum

Parapet Wall 5.18 Cum

(WRD SOR 2022 Item no.1604c)

8 Providing and fixing Shuttering work for foundation, Intake wall and slab

Shuttering for PCC 0.15 m 13.98 Sqm 213.20 2981.00

Shuttering for Raft 0.50 m 46.00 Sqm 213.20 9807.00

Shuttering for Sump wall 4.25 m ht 357.00 Sqm

Shuttering for Slab 1 nos 529.00 Sqm

Shuttering for outer gallery Slab 46.00 Sqm

Side of Gallery 42.00 Sqm

Side of Gallery 13.80 Sqm

For Parapet Wall 69.00 Sqm

For Beams below Slab Sides 352.00 Sqm

Beams Bottom 160.00 Sqm

(WRD SOR 2022 Item no.1607)

9 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Sub-structure and Superstructure (80 kg per cum of quantity of R.C.C.) 62859.50 Kg 75.90 4771036.00

(CG WRD, SOR 2022, ITEM NO.1304/116

10 Fabrication of M.S. pipes & specials fromsteel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials fromsteel plates.

For MS Plates (4 Nos of size 1.0x1.20M) for Manhole Cover and Frame 300.00 Kg 370.50 111150.00

(As per Market Rate)

11 Plaster Work

6mm thick cement plaster to ceiling in- CM 1:3

Inside of Slab of Bottom face 400.00 Sqm 79.50 31800.00

(WRD SOR 2022 Item no.1103)

15 mm thick cement plaster 1:3 with water proofing compound (one packet of 1.6kg per bag of cement)

For outer wall Outside 210.00 Sqm

For inner wall 340.00 Sqm

(WRD SOR 2022 Item no.1108+1110)

12 Providing and fixing in position M.S. ladder 0.50M wide consisting of 75x10mm M.S. flats as stringers and 16mm dia M.S. bars in double rows as steps placed at 25cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Inside+outside 10.00 Rmt 6131.00 61310.00

(As per Market Rate )

13 Finishing walls with Acrylic Smooth exterior paint of required shade : two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sq m

(WRD SOR 2022 Item no.1733) 110

14 Water proofing cement paint (two coats). 3690

(WRD SOR 2022 Item no.1733)

15 Providing and fixing of vertical Air Termination (finals) of 19 mm dia 1.5 m long of copper with 5 spinals including fixing as per specification complete as required

(WRD SOR 2022 Item no.3712)

Providing and fixing down conductor with G.I./ Copper strip as per specification complete including connections to earth electrode riveting/sweating/soldering etc. as required - Copper Strip 20x3 mm 25.00 Rmt 433.50 10838.00

(WRD SOR 2022 Item no.3710)

16 Proving and fixing earthing arrangement with 38.1 mm dia 2.5 meter long galvanized iron pipe electrode, including packing of charcoal powder and salt as per specification, watering pipe 19 mm dia G.I. connections, etc. complete with refilling the each 1365.00 pit as required, but excluding the excavation of earth pit. 2.00 No. 1365.00 2730.00

(WRD SOR 2022 Item no.3702)

17 Providing and constructing RCC ventilating shaft of diameters and height mentioned below with required number of RCC 15 x 15 cm size columns and RCC circular slab or dome over the pillars in M-150 including cost of all material and labour, providing and fixing steel or wooden frame and providing and fixing G.I. flyproof mesh of 26 gauge and providing and applying in 3 coats of oil paint towooden or steel frame and cement paint to concrete structure, etc complete as directed by engineer in charge.

(As per Market Rate)

18 For Structural Drawing 5% 458961.00

CAPACITY ENHANCEMENT (WATER AUGUMEMTATION WORK)

OF KUMHARI RESERVOIR BY LAYING PIPELINE FROM

SAMODA BARRAGE TO KUMHARI RESERVOIR OF RAIPUR DISTRICT

BLOCK:-DHARSIWA DIST.:- RAIPUR

R.C.C. SUMP OF CAPACITY 15.00 LAKH LITRES

( 20.00X20.00X3.75M IN SIZE )

S. No. Particular No. L B H Qty. Unit

1 Ordinary shrub jungle (area below 25% covered by shrubs) clearance involving removal of grass, shrubs and twings, including rooting out.

(CG WRD, SOR 2022 ITEM NO. 302)

2 Excavation in soft or ordinary soil including 50m lead and 1.5m lift with dressing

(WRD SOR 2022 Item no.2801)

3 Excavation in soft rock including 50m lead and 1.5m lift with dressing.

Soft rock with or without blasting or bituminous pavement / cement concrete road.

(WRD SOR 2022 Item no.2806)

4 Excavation in hard rock including 50m lead and 1.5m lift- / where blasting is prohibited.

(WRD SOR 2022 Item no.2807)

5 Filling foundations and around masonry works with hard moorum and picked up boulders including watering and ramming i/c 50m lead. .

(WRD SOR 2022 Item no.705)

6 Cement concrete 1:2:4 with graded metal of maximum size -40mm

M-15 PCC Below Intake Well Floor 1.00 23.30 23.30 0.15 81.43 Cum

(WRD SOR 2022 Item no.715b)

7 Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works excluding cost of reinforcement and form work

RCC Grade M-30 (Sub Structure for the foundation of the well) Raft 1.00 21.00 21.00 0.50 220.50 Cum

RCC Grade M-30 (Super Structure for (wall) Foundation top to bottom of slab Walls 2.00 21.00 0.50 4.25 89.25 Cum

RCC Grade M-30 (For Beams and columns)

For Columns size 500x500

Below Roof Slab 16.00 0.50 0.50 4.25 17.00 Cum

for Beams size 500x750

Below Roof Slab 4+4=8 Nos 8.00 20.00 0.50 0.55 44.00 Cum

RCC Roof Slab 1.00 23.00 23.00 0.20 105.80 Cum

Parapet Wall 2.00 23.00 0.15 0.75 5.18 Cum

(WRD SOR 2022 Item no.1604c)

8 Providing and fixing Shuttering work for foundation, Intake wall and slab

Shuttering for PCC 0.15 m 4 23.30 0.15 13.98 Sqm

Shuttering for Raft 0.50 m 4 23.00 0.50 46.00 Sqm

Shuttering for Sump wall 4.25 m ht 4 21.00 4.25 357.00 Sqm

Shuttering for Slab 1 nos 1 23.00 23.00 529.00 Sqm

Shuttering for outer gallery Slab 2 23.00 1.00 46.00 Sqm

Side of Gallery 2 21.00 1.00 42.00 Sqm

Side of Gallery 4 23.00 0.15 13.80 Sqm

For Parapet Wall 4 23.00 0.75 69.00 Sqm

For Beams below Slab Sides 32 20.00 0.55 352.00 Sqm

Beams Bottom 16 20.00 0.50 160.00 Sqm

(WRD SOR 2022 Item no.1607)

9 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Sub-structure and Superstructure (80 kg per cum of quantity of R.C.C.) 62859.50 Kg

(CG WRD, SOR 2022, ITEM NO.1304/116

10 Fabrication of M.S. pipes & specials fromsteel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials fromsteel plates.

For MS Plates (4 Nos of size 1.0x1.20M) for Manhole Cover and Frame 300.00 300.00 Kg

(As per Market Rate)

11 Plaster Work

6mm thick cement plaster to ceiling in- CM 1:3

Inside of Slab of Bottom face 1 20 20 400.00 Sqm

(WRD SOR 2022 Item no.1103)

15 mm thick cement plaster 1:3 with water proofing compound (one packet of 1.6kg per bag of cement)

For outer wall Outside 4 21 2.5 210.00 Sqm

For inner wall 4 20 4.25 340.00 Sqm

(WRD SOR 2022 Item no.1108+1110)

12 Providing and fixing in position M.S. ladder 0.50M wide consisting of 75x10mm M.S. flats as stringers and 16mm dia M.S. bars in double rows as steps placed at 25cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Inside+outside 10.00 Rmt

(As per Market Rate )

13 Finishing walls with Acrylic Smooth exterior paint of required shade : two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sq m

(WRD SOR 2022 Item no.1733) 110

14 Water proofing cement paint (two coats). 3690

(WRD SOR 2022 Item no.1733)

15 Providing and fixing of vertical Air Termination (finals) of 19 mm dia 1.5 m long of copper with 5 spinals including fixing as per specification complete as required

(WRD SOR 2022 Item no.3712)

Providing and fixing down conductor with G.I./ Copper strip as per specification complete including connections to earth electrode riveting/sweating/soldering etc. as required - Copper Strip 20x3 mm 25.00 Rmt

(WRD SOR 2022 Item no.3710)

16 Proving and fixing earthing arrangement with 38.1 mm dia 2.5 meter long galvanized iron pipe electrode, including packing of charcoal powder and salt as per specification, watering pipe 19 mm dia G.I. connections, etc. complete with refilling the each 1365.00 pit as required, but excluding the excavation of earth pit. 2.00 No.

(WRD SOR 2022 Item no.3702)

17 Providing and constructing RCC ventilating shaft of diameters and height mentioned below with required number of RCC 15 x 15 cm size columns and RCC circular slab or dome over the pillars in M-150 including cost of all material and labour, providing and fixing steel or wooden frame and providing and fixing G.I. flyproof mesh of 26 gauge and providing and applying in 3 coats of oil paint towooden or steel frame and cement paint to concrete structure, etc complete as directed by engineer in charge.

1.20x1.50 M height 4 Nos 4 Nos 4.00 Nos

(As per Market Rate)

18 For Structural Drawing 5% OF TOTAL COST

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

GROUND SERVICE RESERVOIR CAP.15.00 LAKH LIT.

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 Designing (structurally & aesthetically), & constructing SUMP of following capacity 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 50M, all labour & material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, scour, overflow and by pass arrangements as per departmental design, providing and fixing accessories such as MS Ladder, C.I. manhole frame and covers water level indicators, lightering conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, MS grill gate of 2M height with locking arrangement of approved design BB masonry

chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for under-ground parts of the structure and giving satisfactory water tightness test as per IS code. The job to include painting the name of the scheme & details on the reservoir as per the directions of E-in-C. including pipe assembly, valves etc complete.

2 Capacity 1500000 LitresCost of 1500000 lit capacity 1.00 12063497.00 Job 12063497.00

SUB TOTAL RS. 12063497.00

GRAND TOTAL RS. 14234926.46

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

GROUND SERVICE RESERVOIR CAP.15.00 LAKH LIT.

S. No. / UCSR No. Particular Measurement Qty.

1 Designing (structurally & aesthetically), & constructing SUMP of following capacity 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 50M, all labour & material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, scour, overflow and by pass arrangements as per departmental design, providing and fixing accessories such as MS Ladder, C.I. manhole frame and covers water level indicators, lightering conductor, G.I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level, MS grill gate of 2M height with locking arrangement of approved design BB masonry

chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for under-ground parts of the structure and giving satisfactory water tightness test as per IS code. The job to include painting the name of the scheme & details on the reservoir as per the directions of E-in-C. including pipe assembly, valves etc complete.

2 Capacity 1500000 LitresCost of 1500000 lit capacity 1.00 Job

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Electric Sub-Station

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 Supplying and installation of outdoor type Transformer ONAN type with copper winding having following continuous KVA rating, 11 /0.415 KV, 3 Phase 50 Hz Vector group DYn-11, (online tap changer) tapings in steps of ± 2.5%, ± 5%, --7.5% with oil conservator, silica gel breather having connecting terminals on HV side suitable for bare conductor/HT cable connection, cable end box on medium voltage side suitable for 1.1 KV single /3½ core cable(up to 300 sq mm) /bus ducting arrangement and confirming to IS:1180 Part-2 level 3, on existing double pole structure or Brick /CC/RCC platform with all fittings, accessories, filled with filtered transformer oil including testing and commissioning etc. complete as per specification 2.00 9000000.00 Nos 18000000.00

2 11/.415 sub Station euipment/accessories 4800000.00

air Blast Isolater

11 KV drop out (DO) Fuse Set

Lightenning Arrestor

ACSR Conducter As reuired

Disc insulator & Pin Insulator

Necessary 2 pole /4pole structure (150 ISMC along with horizontal member and hardware

Plate type Erthing along with GI earthing strip (as per IE rules)

misc. accessories such as terminal kit,connectors ,lugsetc as reuired

Lightnning pole with LED light for sub station 4 nos

Supplying and sptreading hard stone aggregate 25 mm size

Drawing approval & Charging permission from electrical inspector

3 construction of foundation for sub station ,equipments, cable,trenches,transformer, foundation & structural steel, chain link,fencing,MS gate,and other miscellaneous work

4 Cable for electrical connection including cost of feeder line from tapping point(ME equipment) to sub station near WTP site.

5 Provission for feeder 1.50 10000000.00 Km 15000000.00

SUB TOTAL RS. 37800000.00

GRAND TOTAL RS. 44604000.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Electric Sub-Station

S. No. / UCSR No. Particular Measurement Qty.

1 Supplying and installation of outdoor type Transformer ONAN type with copper winding having following continuous KVA rating, 11 /0.415 KV, 3 Phase 50 Hz Vector group DYn-11, (online tap changer) tapings in steps of ± 2.5%, ± 5%, --7.5% with oil conservator, silica gel breather having connecting terminals on HV side suitable for bare conductor/HT cable connection, cable end box on medium voltage side suitable for 1.1 KV single /3½ core cable(up to 300 sq mm) /bus ducting arrangement and confirming to IS:1180 Part-2 level 3, on existing double pole structure or Brick /CC/RCC platform with all fittings, accessories, filled with filtered transformer oil including testing and commissioning etc. complete as per specification

3750 KVA 2.00 Nos

2 11/.415 sub Station euipment/accessories

air Blast Isolater 2 set

11 KV drop out (DO) Fuse Set 4 nos

11 KV isolater 4 nos

Lightenning Arrestor 4 nos

ACSR Conducter As reuired 2 nos

Disc insulator & Pin Insulator 2 set

Necessary 2 pole /4pole structure (150 ISMC along with horizontal member and hardware 2 nos

Plate type Erthing along with GI earthing strip (as per IE rules) 2 job

misc. accessories such as terminal kit,connectors ,lugsetc as reuired 2 job

Lightnning pole with LED light for sub station 4 nos 2 job

Supplying and sptreading hard stone aggregate 25 mm size 2 job

Drawing approval & Charging permission from electrical inspector 2 job

3 construction of foundation for sub station ,equipments, cable,trenches,transformer, foundation & structural steel, chain link,fencing,MS gate,and other miscellaneous work 2 job

4 Cable for electrical connection including cost of feeder line from tapping point(ME equipment) to sub station near WTP site. 2 job

As per quotation

5 Provission for feeder 1.50 KM

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Bulk Flow Meter For OHSRS

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 MR Electromagnetic Bulk Flow Meters Supply of Electromagnetic full bore meter complete as per specification including transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipe line, including excavation at site, cuts in the existing pipe system, dewatering and reinstating the same after completion of installation as per specification and drawings including all taxes. Accuracy of meter + 0.3% of measured value, Flange connection as per AWWA & IS, Liner Hard Rubber, Fully welded sensor housing complying to IP 68 standard, Electrodes SS 316, Sensor housing SS 304, Cable gland 1/2" NPT, Sensor housing fully welded SS 304 housing with protective Polyurethane paint, Flow Transmitter/ Converter: Micro- processor based, modular design display 2 line back lit LCD for indication of actual flow rate, forward, reverse, sumtotalizer, Perfection category : IP 65 Output : One current output (4-20 mA) one scalable pulse output. 3.00 3303768.00 Job 9911304.00

Valve Chamber For EMF & FCV 3.00 132971.00 Each 398913.00

SUB TOTAL RS. 10310217.00

GRAND TOTAL RS. 12166056.00

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Bulk Flow Meter For OHSRS

S. No. / UCSR No. Particular Measurement Qty.

1 MR Electromagnetic Bulk Flow Meters Supply of Electromagnetic full bore meter complete as per specification including transportation to site, storage, safety, installation, testing, commissioning, making connections with existing pipe line, including excavation at site, cuts in the existing pipe system, dewatering and reinstating the same after completion of installation as per specification and drawings including all taxes. Accuracy of meter + 0.3% of measured value, Flange connection as per AWWA & IS, Liner Hard Rubber, Fully welded sensor housing complying to IP 68 standard, Electrodes SS 316, Sensor housing SS 304, Cable gland 1/2" NPT, Sensor housing fully welded SS 304 housing with protective Polyurethane paint, Flow Transmitter/ Converter: Micro- processor based, modular design display 2 line back lit LCD for indication of actual flow rate, forward, reverse, sumtotalizer, Perfection category : IP 65 Output : One current output (4-20 mA) one scalable pulse output.

1000 mm dia 3.00 Job

Valve Chamber For EMF & FCV 3.00 Each

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 Provision For compound wall of Brick Masonary for RCC GSR of Cap 15.00 Lakh litres as per Rate analysis. 300.00 6682.92 RMT 2004876.00

2 Guard Room at GSR location (1 No) & at Kumhari Tank 1 no. as per Rate analysis. 2.00 378018.12 Job 756036.00

3 i)Providing and fixing M.S. flat iron tree guard 60cm dia. and 2m height above ground level formed of 4 nos. 25x6mm and 8 nos. 25x3mm vertical M.S. flats riveted to 3 nos. 25x6mm M.S. flat iron rings in two halves, bolted together with 8mm dia. and 30mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects. 20.00 2362.00 Each 47240.00

ii)Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure Holes 1.2 m dia and 1.2 m deep. CG Building SOR 2015 It. No. 22.14/P-205. 20.00 274.00 Each 5480.00

iii)Plants of Regular varieties of 5 Ft. Height including Transport. 20.00 160.00 Each 3200.00

4 Provision for Land acquisition for GSR, and pvt field During laying of Pipe line) if necessary. 1.00 10000000.00 Job 10000000.00

5 Repairing of Ext OHT 1.00 418049.00 Job 418049.00

6 Diversion of Road at Road crossings at Various Locations during execution of pipe line work along village road and Highway.(At 10 Places) 10.00 9846352.00 Each 98463520.00

SUB TOTAL RS. 111698401.00

GRAND TOTAL RS. 131804113.00

Say Rs. 1318.04

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

S. No. / UCSR No. Particular Measurement Qty.

1 Provision For compound wall of Brick Masonary for RCC GSR of Cap 15.00 Lakh litres as per Rate analysis. 300.00 Rmt

2 Guard Room at GSR location (1 No) & at Kumhari Tank 1 no. as per Rate analysis. 2.00 Job

3 i)Providing and fixing M.S. flat iron tree guard 60cm dia. and 2m height above ground level formed of 4 nos. 25x6mm and 8 nos. 25x3mm vertical M.S. flats riveted to 3 nos. 25x6mm M.S. flat iron rings in two halves, bolted together with 8mm dia. and 30mm long bolts including painting two coats with paint of approved brand and manufacture over a coat of priming, complete in all respects. 20.00 Each

ii)Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure Holes 1.2 m dia and 1.2 m deep. CG Building SOR 2015 It. No. 22.14/P-205. 20.00 Each

iii)Plants of Regular varieties of 5 Ft. Height including Transport. 20.00 Each

4 Provision for Land acquisition for GSR, and pvt field During laying of Pipe line) if necessary. 1.00 Job

5 Repairing of Ext OHT 1.00 Job

6 Diversion of Road at Road crossings at Various Locations during execution of pipe line work along village road and Highway.(At 10 Places) 10.00 Each

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Allied Work:- Estimate of Boundary Wall

S. No. / UCSR No. Particular Qty. Rate Unit Amount

1 402 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing. 38.00 110.50 cum 4199.00

2 1.2.2 In ordinary rocks 38.00 219.70 cum 8349.00

3 2153 Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work- b) By diesel pumps Upto 5.0 HP 500.00 137.80 Hrs 68900.00

4 16039 Providing and placing in position M-10 R.C.C excluding cost of reinforcement, form work but cleaning etc. complete with graded metal of maximum size-a) 40 mm 9.00 3083.60 cum 27752.00

5 1601 (b) Providing and placing in position M-20 R.C.C excluding cost of reinforcement, form work, but including vibration, finishing, curing and cleaning etc., complete with graded, metal of maximum size-b) 20 mm 22.00 4358.90 cum 95896.00

6 PWD 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. 5.00 4328.50 cum 21643.00

7 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 2700.00 75.90 Kg. 204930.00

8 902 Fly ash brick (with the use of ash cement and sand) masonry in superstructure in -(v) Cement mortar 1:6 38.00 3138.30 cum 119255.00

9 In cement mortar 1:4 ( 1 cement : 4 fine sand) 487.60 129.00 sqm 62900.00

10 1105 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: 474.24 120.00 sqm 56909.00

11 1320 Providing, fabricating and fixing in positionM.S. grill for window opening (or any other similar opening), wicket gate, Compound gate or over parapets, grill on Staircase etc. or works of similar nature of any pattern, any design (straight or curved) fitted and fixed in position, including all welding, riveting etc., to floors, walls, columns, etc., and repairing the same to the original condition in CM 1:3complete - (a) M.S. grill consisting of M.S. bars only 310.00 97.35 Kg. 30179.00

12 Painting one or more coats with synthetic enamel paint (IS: 2932-1974) on previously painted surfaces in all shades to give an even shade. 487.60 55.00 sqm 26818.00

13 1807 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm 23.00 51.00 sqm 1173.00

14 1607 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials. 163.52 163.80 sqm 26785.00

15 1607 Form work for R.C.C. in-situ, thickness not exceeding 20cm, for slabs, lintels, beams,columns, etc. including all leads and lifts for all materials-(a) Up to 1.5 m height 73.10 213.20 sqm 15585.00

16 709 Labour only for filling, ramming and watering 44.00 89.70 cum 3947.00

TOTAL 775220.00

GRAND TOTAL RS. 775220.00

Cost per meter 6682.93

Hence for 50.00x4.00=200 RMT 1336586.21

Hence Rs in Lakh 13.37

Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District

Allied Work:- Estimate of Boundary Wall

S. No. / UCSR No. Particular Measurement Qty.

1 402 Excavation in hard moorum and moorum with boulders including 50m lead and 1.5m lift with dressing.

1.1.1 In all types of soil

No. of column = 116 m. - 4.6m (For gate) = 111.0 m.

No. of column = 111/3 = 37No.

No. of joint = 4 Nos.

No. of Single Column = 37 - 4 = 33 No.

Total Column = 33 + 4 = 37 No.

Single column 33 1.20 1.20 0.60 28.51

Joint column 4 1.20 1.80 0.60 5.18

Gate column 3 1.50 1.50 0.60 4.05

Total Qty 38.00 cum

2 1.2.2 In ordinary rocks

Single column 33 1.20 1.20 0.60 28.51

Joint column 4 1.60 1.80 0.60 6.91

Gate column 3 1.20 1.20 0.60 2.59

Total Qty 38.00 cum

3 2153 Dewatering and pumping of the working area including all connected operations of laying of pipe line, removal of all seepage and other operations required for maintaining cleanliness for construction work- b) By diesel pumps Upto 5.0 HP 500.00 Hr.

4 16039 Providing and placing in position M-10 R.C.C excluding cost of reinforcement, form work but cleaning etc. complete with graded metal of maximum size-a) 40 mm

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (I. No. 3.2.1)

Single column 33 1.20 1.20 0.10 4.75

Joint column 4 1.60 1.20 0.10 0.77

Coping at the top of compound wall 1 116.00 0.25 0.10 2.90

Total qty 9.00 cum

5 1601 (b) Providing and placing in position M-20 R.C.C excluding cost of reinforcement, form work, but including vibration, finishing, curing and cleaning etc., complete with graded, metal of maximum size-b) 20 mm

1:1½:3 (1 cement : 1½ coarse sand : 4 graded stone aggregate 20 mm nominal size) (I. No. 3.3.1)

Column footing 33 1.00 1.00 0.15 4.95

Sloped portion 33 0.70 0.70 0.20 3.23

Column below GL 33 0.40 0.40 0.70 3.70

Column footing 4 1.40 1.00 0.25 1.40

Column below GL 8 0.25 0.25 0.85 0.43

Column above GL 8 0.25 0.25 1.60 0.80

Column footing 3 1.00 1.00 0.15 0.45

Sloped portion 3 0.70 0.70 0.20 0.29

Column below GL 3 0.25 0.25 0.85 0.16

6 PWD 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 : 4 graded stone aggregate 20 mm nominal size) (I. No. 3.4)

Single column 33 0.25 0.25 1.60 3.30

Joint column 8 0.25 0.25 1.60 0.80

Gate column 3 0.25 0.25 2.50 0.47

7 1304 Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning,straightening, cutting, bending, all handling,placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)-Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786

Cold twisted bar/ Hot rolled deformed steel

For Qty of concrete Refer item No- 22.00

For Qty of concrete Refer item No- 5.00

Considered steel @100 Kg./Cum. 2700.00

Total Qty @100 Kg./Cum Qty. of RCC 2700.00 Kg

8 902 Fly ash brick (with the use of ash cement and sand) masonry in superstructure in -(v) Cement mortar 1:6

Single column -33 0.25 0.23 1.60 -3.04

Joint column -8 0.25 0.23 1.60 -0.74

Deduction for column 38.00 cum

9 In cement mortar 1:4 ( 1 cement : 4 fine sand)

Sides of Single column 176 0.10 1.90 33.44

Top of column sides 176 0.10 0.10 1.76

10 1105 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

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

Sides of Single column 176 0.10 1.90 33.44

11 1320 Providing, fabricating and fixing in positionM.S. grill for window opening (or any other similar opening), wicket gate, Compound gate or over parapets, grill on Staircase etc. or works of similar nature of any pattern, any design (straight or curved) fitted and fixed in position, including all welding, riveting etc., to floors, walls, columns, etc., and repairing the same to the original condition in CM 1:3complete - (a) M.S. grill consisting of M.S. bars only

50x50x6mm angle- Horizontal 3 3.60 4.50kg/m 48.60

50x50x6mm angle- Vertical 4 2.50 4.50kg/m 45.00

40x5mm MS flat 4 3.20 1.57kg/m 20.11

10mm square bar @0.785kg/m 49 2.50 0.79kg/m 96.16

50x50x6mm angle- Horizontal 3 1.00 4.50kg/m 13.50

50x50x6mm angle- Vertical 2 2.50 4.50kg/m 22.50

40x5mm MS flat 2 2.69 1.57kg/m 8.45

10mm square bar @0.785kg/m 14 2.50 0.79kg/m 27.48

10% extra for lock and others 28.18

Total 310.00 Kg

12 Painting one or more coats with synthetic enamel paint (IS: 2932-1974) on previously painted surfaces in all shades to give an even shade.

Area as per item No- 487.60

Total 487.60 sqm

13 1807 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm

Double gate 2 3.60 2.50 18.00

Wicket gate 2 1.00 2.50 5.00

Total 23.00 sqm

14 1607 Shuttering for reinforced concrete in foundation, column footing etc. including all leads and lifts for all materials.

Foundations, footings, base of columns and plinth beam in any shape and size (I. No. 2.1.1)

ColumnPCC 132 1.00 0.15 19.80

Column footing 132 1.00 0.15 19.80

Column below GL 132 0.40 0.70 36.96

Plinth beam 2 116.00 0.30 69.60

ColumnPCC 8 1.40 0.10 1.12

ColumnPCC 8 1.20 0.10 0.96

Column footing 8 1.20 0.25 2.40

Column below GL 32 0.40 0.85 10.88

15 1607 Form work for R.C.C. in-situ, thickness not exceeding 20cm, for slabs, lintels, beams,columns, etc. including all leads and lifts for all materials-(a) Up to 1.5 m height

Single Column 132 0.25 1.60 52.80

Joint Column 32 0.25 1.60 12.80

Gate column 12 0.25 2.50 7.50

16 709 Labour only for filling, ramming and watering

For Total excvation qty, Refer item No-Capacity enhancement (Water Augmentation Work) of Kumhari Reservoir work of laying pipeline from Samoda Barrage to Kumhari Reservoir of Raipur District& 65.00