Estimate.Cost Rs. : 1300.00 Lakhs.

SPECIFICATION REPORT

Construction of Intake well ,WTP & Clear Water Sump for Ramappa-

Godavari(Mangapeta segment) in Mangapeta mandal in Mulugu Constituency of Warangal District .

.

Estimate.Cost Rs. : 1300.00 Lakhs.

The above work is administratively sanctioned vide G.O.M.S.No. 82 dt 7-2- 2015 for an amount of Rs. 1300.00 Lakhs.

Government of Telangana has announced a Prestigious Project Telangana Water Grid with an aim to supply of 100 LPCD for each House hold.

In Warangal District Five Grids are formulated ,out of which GridNo. 23 of Ramappa-Godavarai Segment is formulated with Ramappa lake as source for Ramaappa segment consists four (4) mandals. (Mulugu constituency 3 mandals&

Bhoopalpallyconstituency 1 Mandal) , Godavari River as source proposed two segments i.e Eturnagaram & Mangapeta. The Godavari -Eturnagaram segment consists 2 mandals( Eturnagaram,Thadvai). The second segment

Godavari(Mangapeta) to be covered Mangapeta mandal .

1. Ramappa lake Segment

The existing infrastructure like Jackwell,Intakewell ,connecting main are sufficient for proposed Ramappa segment .

2. Godavari-Eturnagaram Segment

The existing Ongoing scheme Sufficent as a source of Godavari River the

infrastructure like Infiltration well,Connecting main& Jackwell is sufficient for

proposed Godavari-Eturnagaram Segment.

2

3. Godavari-Mangapeta Segment

The Godavari-Mangapeta segment the Source proposed at Ramnagar village in Eturnagaram mandal as per the Geologist Report RWS Warangal.

As per the Report of Geologist Suggested Two Locations proposed at Kamalapur Village,2) Rmangar Village of Eturnagaram (M) for Collecting the Raw water from Godavari River. After Detailed investigations &

discussions with Higher Authorities the construction of Intake well is proposed at Ramnagar Location.

At this location, water is available in Godavari River even in summer also.

Hence Intake well is proposed here. Mangapet mandal comprises of 62 habs out of which 59 habs are proposed in Mangapet segment and the remaining 3 habs are proposed in Eturnagaram-Tadvai Segment. Water requirement is 0.097 TMC and is covering 59 habitations in Mangapeta mandal out of which 33 habs are plain with a population of 36982, 3 habs are SC with a population of 1415 and 23 habs are ST with a population of 9783.

The estimate is prepared with the following provisions.

Provisions

1) Construction of 6.00m Dia Intake well

2) Construction of collection well cum Infiltration Gallary 3) Construction of Connectig main

4) Constrution of pumping main from Intake well to WTP 5) Provision towards Pumpsets & Power supply

6) Construction of WTP RSF 10.00 MLD

7) Construction of 1100.00KL Clear water Sump

3 8) 1% Labour cess

10) Provision for Construction of Compound wall to Filter Beds& Intake well 11) Provision for Construction of Pump house

12) Provision for Construction of Watchmen Quarters 13) Provision for Land Acquisition

14) 5% VAT

15) LS for unforeseen items

The Intake well & WTP are to be constructed in Tribal Agency area So Agency /Tribal allowance on labour charges are provided.

The Estimate is prepared with Current SSR 2014-15 and submitted herewith for according an early Technical sanction.

Asst. ExecutiveEngineer, RWS & S – SS Thadvai

Dy. Executive Engineer, RWS & S Sub-Divn.,

Mulugu

Executive Engineer, RWS & S – Division,

Warangal

Superintending Engineer,

RWS & S Circle, Warangal

GENERAL ABSTRACT

Name of Work: Contruction of Intake well cum pump house at Ramnagar , Raw water Pumping main & WTP to RAMAPPA GODAVARI(MANGAPET SEGMENT) IN WARANGAL DISTRICT Grid No 23

S.No DESRIPTION OF ITEM Qty Unit Rate Per Amount in

Rs. Lakhs 1 Construction of 6.0 mt Dia Jack well 1.00 No 100.00 No

2 Construction of Collection well at LWL 1.00 N0 23.00 No

3 Construction of Connecting main 1.00 No 25.00 No

4 Construction of 10.0 MLD Water Treatment Plant 1.00 No 430.00 No

5 Raw water pumping main from Intake well to RSF at

kamalapur(400 mm DI K-7) length of 5.0 kms 1.00 Km 390.00 km

6 Providing Raw water Pumpsets at Jack well 3 Nos -

50 HP (2Working + 1 stand bye) 5699LPM &head 38m

150.00 HP 0.11 No

7 Construction of Clear Water Sump 1100 KL at HW 1.00 No 71.00 No

8 Provision for Power supply at reservior & Sump at

Head works 100.00 HP 0.45 HP

9 Provision for Construction of Pump House at HW of

Size 6x9 mts 1.00 No 7.00 No

10 Provision for Construction of Watchmen Quarters at

filter beds 1.00 No 8.50 No

11 Provision for Construction of compund wall to filter

beds & Intake well ( 1250 mts) 1.00 Rm 48.50 Rm

12 Add 5% VAT

13 1% Labour cess

14 Provision for Land Aquisition of 0.25 acre

15 LS for Uforeseen items LS

Total

"Rupees Thirteen Hundred Lakhs Only"

Asst.Executive Engineer Deputy Executive Engineer RWS&S: SS Thadvai RWS&S SD: Mulugu

Exexcutive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal

Detailed and Abstract Estimate for Pumping main

Contruction of Intake well cum pump house at Ramnagar , Raw water Pumping main & WTP to RAMAPPA GODAVARI(MANGAPET SEGMENT) IN

WARANGAL DISTRICT Grid No 23

Est. cost.Rs. 39000000.00 SL

No Description of Item Nos Length Qty Uni

t Rate per Amount Rs.

1 2 3 4 7 8 9 10 11

1 Construction of pipelines for water supply with centrifugally cast (spun) Ductile Iron S/S pipes with cement mortar lining inside the pipe as per IS 4179/1989 with its amendments and revisions thereon and with rubber gaskets as per IS:8329-2000, including supply of pipes and rubber gaskets, mechanical joints as per IS:13382-1992 and jiffy joints, specials with DI as per requirements, lowering, laying and jointing of pipes true to alignment and gradient, trench excavation (Earthwork excavation in all soils upto SDR using machine with 2/3rd and manual with 1/3rd) of pipelines in all soils except rock requiring blasting and refilling trenches with excavated earth (other than rocky soils and boulders) with watering and tamping and removing surplus earth from site of work and filling pipeline with water and testing etc., complete., The rates are inclusive of cost and conveyance of all materials and labour charges for finished item of pipeline work, but excluding CED and other taxes.

Pumping Main

400mm dia DI-K9 1x1 5000 5000 Rm 7287.90 Rm 36439500.00

3 Supply, delivery, laying and Jointing of DI D/F Kinetic Double Air Valve Heavy Duty suitable for working pressure up to 16kg/Cm2 without isolating valve, conforming to IS 14845 on pipe line including supply of Air valve ,CI Specials to suit the pressure class of pipe etc.complete as specified in Technical specifications No .17 (PartB - Volume I) drawing No.

38 to 39 (Part C - Volume 1). The rates are inclusive of cost and conveyance of all materials & specials and construction of RCC valve chambers as per requirement with RCC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work , but excluding CED & other taxes.

On DI Pipes

100 mm dia on 400 mm dia line 10 10 Nos 117912 Each 1179120.00 4 Supply and delivery of DI D/F Sluice valves conforming to IS 14846/2000

with amendments No. 1&2 heavy duty with CI grade FG 260 as per IS: 210.

Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy Paint. The Valves shall be tested for (closed end Test) against Hydrostatic test requirement. The operation can be done with hand wheel/cap. ISI Marked.,dismantling joint to suit the pressure class of pipe, construction of RCC valve chambers as per requirement with R CC slab and RCC manhole cover with locking arrangements etc.complete for finished item of work The rates are inclusive of cost and conveyance of all materials and labour charges including turnover tax for finished item of work, but excluding CED and other taxes.

On DI Pipes

400 MM ON 400MM DIA LINE 2 2 Nos 393389 Each 786778.00

7 Supply , delivery of C I Scour valve arrangement on pipe line including supply of Valve with dismantling joint, CI Specials to suit the pressure class of main line etc.complete. The rates are excluding CED & other taxes.

On DI line

200mm scoure valve/ on 225 to 350

mm line 2 2 Nos 87286 Each 174572.00

8 Provision for other U/S items like Providing Thrust Blocks, Culvert Crossings, etc& Surge control system

etc., valves 420030.00

39000000.00 Asst.Executive Engineer Deputy Executive Engineer

RWS&S: SS Thadvai RWS&S SD: Mulugu

Exexcutive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal

SUB ESTIMATE-III

Name of the work : RAMAPPA GODAVARI SEGMENT (MANGAPET)

Est. Cost Rs. 25.00 Lakhs

Sno Description of work No L B D Qty Rate /Per Amount

1 Earth work Excavation and depositing bank with an intial lead of 10m and intial lift of 2 mts in sand or loose soils wet soils not under water

JW to collection well (B.L to 3.0

m depth) 1x1 45.00 (18+15)/2 3.00 2227.50 ^Cum 149.20 1 Cum 33234

JW to collection well (3.0 to 6.0

m depth) 1x1 50.00 (15+12)/2 3.00 2025.00 Cum 191.90 1 Cum 38860

JW to collection well (above 6.0

m depth) 1x1 55.00 (9+12)/2 3.00 1732.50 Cum 255.90 1 Cum 44335

JW to collection well (above 6.0

m depth) 1x1 60.00 (9+3)/2 6.00 2160.00 Cum 255.90 1 Cum 55274

8145.00 2

Eearth Work Excavation for Intake well in all soils (including HR reqiring blasting) under water including all leads ,lifts ,bailing out water

JW to collection well (above 6.0

m depth) 1x1 60.00 3.00 8.00 1440.00 ^Cum 573.97 1 Cum 82651

3 Manufacture, supply and delivery of the following sizes of 450 mm dia RCC NP3 class plain pipes for connecting main including cost and conveyance of pipes and handling charges including 1Rm cost of collars and all taxes etc., complete

1x 2 60.00 120.00 Rmt 1796.01 /Rmt 215521

4 Lowering, Laying and jointing RCC perforated pipes 450 mm dia NP3 S/S class inclusive of bailing out water and jointing with cement fillets, and all other incidental charges for infiltration gallery inclusive of bailing out water by pumping to keep the trench

reasonably dry to fecilate the work excluding cost of perforated pipes and collars.

1x2 60.00 120.00 Rmt 468.00 /Rmt 56160.00

5Providing and constructing 90 cm thick transition cum filter media using approved sand and 80-20 mm and 20 mm down graded aggregates satisfying the filter creteria machinery, labour, laying each layer to required slope, compaction etc., complete with initial lead upto 50 m and all lifts.

filter media 1x1 30.00 2.00 2.00 120.00 cum

Deduct pipe portion 0.8 30.00 0.60 0.60 -17.06

102.94 ^cum 1536.40 _/1cum 158151.00 6 Filling with excavated sand including cost and conveyance of all

materials and labour charges etc., complete.

Excavation (Total) ^{8145.00 Cum}

Deduct pipe portion 2xII 60.00 0.60 0.60 -33.91

8111.09 113.03 /1Cum 916797

7 CC (1:3:6) using 40 mm HBG metal including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for foundation levelling course under water

For Levelling corse under

connecting main 1x 1 60.00 3.00 0.30 54.00 cum 5133.60 /1cum 277214

Sno Description of work No L B D Qty Rate /Per Amount

8 VCC (1:1.5:3) using 20mm HBG metal including cost and conveyance of all materials and labour charges etc., complete as per standard specifications

ForPedastals 1x30 0.60 3.00 0.90 48.60 cum 9186.60 /1cum 446469

9 Provision for Unforeseen items 175334

2500000

Asst.Executive Engineer Deputy Executive Engineer RWS&S: SS Thadvai RWS&S SD: Mulugu

Exexcutive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal

Detailed cum abstract Estimate

Name of the work: Construction of Compound wall to Filter beds at Kamalapur Est.Cost Rs 48.50 Lakhs

Description Dimensions Quantity Rate Amount

Sl No. No. L B D

1

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Ext-columns 334 1 1 1.20 400.8

Total 400.80 149.20 59799

2 Filling the Foundation with sand including cost,conveyance ,watering and ramming etc complete.

c-footings 334 1 1 0.30 100.2

Total 100.20 773.40 ₇₇₄₉₅

3 CC(1:4:8)using 40 mm HBG metal icluding Cost and conveyance of the all materials etc complete.

footings 334 1 1 0.15 50.1

Total 50.1 4730.20 ₂₃₆₉₈₃

4

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Columns footing

footings 334 1 1 0.20 66.8

Total 66.8 8751.00 ₅₈₄₅₆₇

5

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Columns

334 0.23 0.23 3.77 66.6 10582.60 704914

6

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Beams

plinth beam 1 1000 0.23 0.23 52.9

Total 52.9 11034.20 ₅₈₃₇₀₉

7 Brick Msaonary with CM(1:6) using Second Class Bricks including cost and conveyance of all the materials etc complete

1000 0.23 1.5 345.00

334 0.23 0.23 1.50 -26.50

Total 318.5 5255.00 1673702

8 Cement plastering with CM(1:5),12mm thick including cost and conveyance of all the materials ect complete.

Out side all round 1000.00 1.50 1500.00

In side all round 1000.00 1.50 1500.00

top 1000.00 0.23 230.00

Total 3230.00 1118.70 361341

9 Painting With White Cement two coats including cost and conveyance of all the materials ect complete.

Inside and outside 3230.00 329.20 106332

10 Supply and placing of the HYSD bars, fabrication including cost and conveyance of all

the materials etc complete. 2.50 62598.80 156497

11 Unforcein items 304661

Total रु 48,50,000

Asst.Executive Engineer Deputy Executive Engineer RWS&S: SS Thadvai RWS&S SD: Mulugu

Exexcutive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal

5/17 RAMAPPA GODAVARI SEGMENT (MANGAPET) IN WARANGAL DISTRICT

SUB ESTIMATE for C/O COLLECTION WELL AT LWL

sl no Item of work Nos L B D Qty Rate Per Amount

1 Eearth Work Excavation for Intake well in all soils (Excluding HR reqiring blasting) under water including all leads ,lifts ,bailing out water

a 0 to 3m deep under water, OG soils p /4 10.00 10.00 3.00 235.62 149.20 cum 35154 b 3 to 6m deep under water, OG soils p /4 10.00 10.00 2.00 157.08 191.90 cum 30144

Eearth Work Excavation for Intake well in all soils (Excluding HR reqiring blasting) under water including all leads ,lifts ,bailing out water

Hard rock blasting p /4 7.00 7.00 6.30 242.45 573.97 cum ₁₃₉₁₆₀

2 CC (1:3:6) using 40 mm HBG metal including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for foundation levelling course under water

For Base course p /4 6.00 6.00 0.30 8.48 5133.60 cum ₄₃₅₄₅

3 VRCC (1:1.5:3) using 20 mm HBG crushed metal including cost and conveyence of all materials and labour charges but excluding cost of steel and its fabrication charges etc., complete as per standard specifications for Jack well under water

a for Bottom Raft slab p /4 5.65 5.65 0.90 22.56 12193.65 cum 275146

b for Bottom Raft beam p X1 3.45 0.45 0.30 1.46 12385.24 cum ₁₈₁₂₂

c for Side wall below GL

for Side wall from 12.00 to 9m below GL p X1 3.80 0.40 2.10 10.03 14778.57 cum ₁₄₈₁₉₉ for Side wall from 9.00 to 6m below GL p X1 3.80 0.40 3.00 14.33 14651.05 cum ₂₀₉₈₈₆ for Side wall from 6.00 to 3m below GL p X1 3.80 0.40 3.00 14.33 14523.54 cum ₂₀₈₀₅₉ for Side wall upto 0 to 3m below GL p X1 3.80 0.40 3.00 14.33 11745.84 cum ₁₆₈₂₆₇ 4 Provision for Supply and fixing of MS Grill mesh of 3.00 m size including

cost and conveyance of all materials and labour charges etc., complete as per standard specifications

p /4 3.15 3.15 7.79 LS ₁₀₀₀₀₀

5 Provision towards cost of steel and its

fabrication charges for RCC items 12.00 62599 MT 751186

6Providing and constructing 90cm thick transition cum filter media using approved sand and 80-20 mm and 20 mm down graded aggregates satisfying the filter criteria machinery, labour, laying each layer to required slope, compaction etc., complete with intial lead upto 50mts and all lifts for

p X1 3.80 1.50 1.00 17.91 2178.16 /cum 39004

6/17

sl no Item of work Nos L B D Qty Rate Per Amount

7 Provision for Supply and fixing of PVC pipe 0.45m pieces of 90mm dia for weapholes with wire mesh for strainers including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for side walls above GL

100 Nos 100.00 Ls ₁₀₀₀₀

8 Ls for U/S items such asGate Arrangements etc., LS ₁₂₄₁₂₈

Total estimated cost in rupees 2300000

Asst.Executive Engineer Deputy Executive Engineer RWS&S: SS Thadvai RWS&S SD: Mulugu

Exexcutive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal

7/17

PROJECTION OF FOOTING FROM RAFT BEAM 1 side walls above GL= 2 m

DIA OF WELL 6

DEPTH OF WELL BELOW GL 23 1.30 24.30

PROJECTION OF pump room slab 0.6

RAMAPPA GODAVARI SEGMENT (MANGAPET) IN WARANGAL DISTRICT SUB ESTIMATE for C/O 6.0 m Dia JACK WELL

sl no Item of work Nos L B D Qty Rate Per Amount

1 Eearth Work Excavation for Intake well in all soils (Excluding HR reqiring blasting) under water including all leads ,lifts ,bailing out water

a 0 to 3m deep under water, OG soils p /4 30.00 30.00 3.00 2120.58 149.20 cum 316390 b 3 to 6m deep under water, HG soils p /4 24.00 24.00 3.00 1357.17 191.90 cum 260441 c 6 to 19.5m deep under water,SDR soils p /4 20.00 20.00 11.00 3455.75 255.90 cum 884327

6933.49 2 Eearth Work Excavation for Intake well in all soils (including HR reqiring

blasting) under water including all leads ,lifts ,bailing out water

Hard rock blasting p /4 15.00 15.00 7.30 1290.02 573.97 cum 740428

3 CC (1:3:6) using 40 mm HBG metal including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for foundation levelling course under water

For Base course p /4 9.00 9.00 0.30 19.09 5133.60 cum 97976

4 VRCC (1:1.5:3) using 20 mm HBG crushed metal including cost and conveyence of all materials and labour charges but excluding cost of steel and its fabrication charges etc., complete as per standard specifications for Jack well under water

a for Bottom Raft slab p X1 8.85 2.45 1.00 68.12 12193.65 cum 830602

b for Bottom Raft beam p X1 6.40 0.65 0.45 5.88 12385.24 cum 72838

c for Side wall below GL

for Side wall from 23.00 to 21m below GL p X1 6.40 0.40 2.00 16.08 15246.11 cum 245233 for Side wall from 21.00 to 18m below GL p X1 6.40 0.40 3.00 24.13 15161.10 cum 365798 for Side wall from 18.00 to 15m below GL p X1 6.40 0.40 3.00 24.13 15033.59 cum 362722 for Side wall from 15.0 to 12m below GL p X1 6.40 0.40 3.00 24.13 14906.08 cum 359645 for Side wall from 12.00 to 9m below GL p X1 6.40 0.40 3.00 24.13 14778.57 cum 356569 for Side wall from 9.00 to 6m below GL p X1 6.40 0.40 3.00 24.13 14651.05 cum 353492 for Side wall from 6.00 to 3m below GL p X1 6.40 0.40 3.00 24.13 14523.54 cum 350416 for Side wall upto 0 to 3m below GL p X1 6.40 0.40 3.00 24.13 11745.84 cum 283397 d for Side wall above GL

for Side wall upto 0.00 to 3m above GL p X1 6.40 0.25 2.00 10.05 13574.84 cum 136469 e for Side wall above G.L (pump room)

for Side wall 2- 3m above GL p X1 6.65 0.15 1.00 3.13 16826.40 cum 52730 for Side wall 3- 6m above GL p X1 6.65 0.15 3.00 9.40 24287.22 cum 228329

8/17

sl no Item of work Nos L B D Qty Rate Per Amount

for Side wall 6- 7m above GL p X1 6.65 0.15 1.00 3.13

Deduct for door 1 1.20 0.15 2.10 -0.38

window 2 1.20 0.15 1.50 -0.54

2.22 24473.64 cum 54227

f for Bottom slab of pump room p X1 6.65 6.65 0.20 6.95 Deduct for opening at cental porton 1X1 6.00 1.50 0.20 -1.80

Net qty 5.15 9434.50 cum 48554

g for L Beams of bot. slab for pump room 1 X2 6.80 0.30 0.45 1.84 12340.80 cum 22658

h for Top slab of pump room p X1 6.65 6.65 0.15 5.21 12660.40 cum 65959

i for I Beams of top slab for pump room 1 X2 6.26 0.30 0.45 1.69 12340.80 cum 20858 j for vertical wall around the projection slabp X1 6.55 0.10 1.00 2.06 24473.64 cum 50360

299.72

5 ImperviouS Coat plastering with CM(1:3) prop. 12 mm thick with including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for

In side jack well p X1 6.00 30.45 573.97

Out side jack well p X1 6.80 7.00 149.54

slabs bot & top p /4X4 6.65 6.65 138.93

for in & out side vertical wall on the projectionp X2 6.65 1.00 41.78

904.22 1464.20 10 sqm 132396 6 Snowcem painting with 2 coats over a primary coat including cost and

conveyance of all materials and labour charges etc., complete as per standard specifications

In side pump room p X1 6.00 5.00 573.97

Out side jack well p X1 6.80 7.00 149.54

slabs bot & top p /4X4 6.65 6.65 138.93

for in & out side vertical wall on the projectionp X2 6.65 1.00 41.78

904.22 1129.90 10 sqm 102168 7 Provision for Supply and fixing of MS door 1.20 x 2.10 m size including

cost and conveyance of all materials and labour charges etc., complete as per standard specifications

1X1 1.20 2.10 2.52 PR 10000

8 Provision for Supply and fixing of MS windows of 0.90 x 1.2 m size including cost and conveyance of all materials and labour charges etc., complete as per standard specifications

1X3 0.90 1.20 3.24 PR 12000

9 Provision towards cost of steel and its

fabrication charges for RCC items _37.00 62599 MT 2316156

9/17

sl no Item of work Nos L B D Qty Rate Per Amount

10 Provision for Supply and fixing of PVC pipe 0.45m pieces of 90mm dia for weapholes with wire mesh for strainers including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for side walls above GL

100 Nos 100.00 Ls 6500

11ISLB 300X150mm Bottom slab ( 37.70Kg/Rmt) 1X5 2.10 395.85 64514 25538

12ISMB 450X150mm Top slab ( 72.4Kg/Rmt) 1X2 6.65 962.92 64514 62122

13LS Provision for Sludge pump for Silt Removal 200000

14 Ls for U/S items for accquiring Girder etc s& arrangaments in pump room 572702

Total estimated cost in rupees 10000000

Asst.Executive Engineer Deputy Executive Engineer RWS&S: SS Thadvai RWS&S SD: Mulugu

Exexcutive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal

Pump House of size 6.0 9.0 mts

7.06

10.06 Top slab thickness 0.150

Top beam depth Top beam breadth No of coulmns

1.2 Column breadth

3.6 0.9 Column depth

windows

9.0 6.0

Pump house of size 6.0 9.0 Mts at Village

Concrete Mix : M 15

Steel : Fe 415

Note : I. All dimensions are in Mts

II.Reinforcement detailing shall be accordance with IS-SP 34

Detailed cum abstract Estimate

Name of the work: Construction of the Pump house of size6.0 9.0 Mts at Head works RAMAPAA GODAVARI SEGMENT (MANGAPET) IN WARANGAL DISTRICTEst.Cost Rs 7.00 Lakhs

Description Dimensions Quantity Rate Amount

Sl No. No. L B D

1

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

All round 30.9 0.6 0.75 13.91

Ext-columns 6 1.2 1.2 1.20 10.4

Steps 1 1.5 1.2 0.60 1.1

Deduction 6 0.6 1.2 0.75 3.2

Total 22.12 149.20 3301

2 Filling the Foundation with sand including cost,conveyance ,watering and ramming etc complete.

c-footings 6 1.2 1.2 0.30 2.6

All round 30.9 0.6 0.15 2.8

Deductions 6 0.6 1.2 0.15 0.6

Total 4.73 773.40 3656

3 CC(1:4:8)using 40 mm HBG metal icluding Cost and conveyance of the all materials etc complete.

footings 6 1.2 1.2 0.30 2.6

All round 30.9 0.6 0.15 2.8

Steps 1 1.5 1.2 0.30 0.5

Deductions 6 1.2 1.2 0.30 -2.6

Total 3.3 4730.20 15718

4

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Columns footing

footings 6 1.2 1.2 0.20 1.7

C-Raft 6 0.75 0.75 0.40 1.6

Total 3.3 8751.00 29298

5

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Columns

6 0.3 0.3 3.15 1.7 10582.60 18001

6

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Beams

Short beams 3 6.3 0.3 0.45 2.6

Long beams 2 9.3 0.3 0.30 1.7

Total 4.2 11034.20 46625

7 Brick Msaonary with CM(1:6) using Second Class Bricks including cost and conveyance of all the materials etc complete

1st footing 31 0.6 0.6 11.13

2nd footings 31 0.3 0.6 5.57

Steps 1st 1 1.5 1.2 0.30 0.54

Step 2nd 1 1.2 0.9 0.30 0.32

Total 17.6 5255.00 92282

8 VCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials etc complete for Bed Blocks

Over door 1 0.3 0.23 0.10 0.01

Over windows 4 0.3 0.23 0.10 0.03

Total 0.03 8227.80 284

9

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Lintel Beams

Over door 1 1.5 0.23 0.10 0.03

Over windows 4 1.35 0.23 0.10 0.12

Total 0.16 10982.30 1743

10

VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of Size 75 mm thick at one end 50mm other end and 600mm width ,including cost and conveyance of all the materials,but excluding the cost of the steel etc complete

Over door 1 1.5 0.6 0.0625 0.06

Over windows 4 1.35 0.6 0.0625 0.20

Total 0.26 8711.20 2254

11

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Roof Slab with150 mm Thick

1 7.06 10.06 71.0236 7453.80 52940

12 Brick Msaonary with CM(1:6) using Second Class Bricks including cost and conveyance of all the materials etc complete

All round 30.92 0.23 3.30 23.47

Deductions

Windows 4 0.9 1.20 0.23 0.99

Doors 1 1.05 2.00 0.23 0.48

Bed blocks 5 0.23 0.30 0.23 0.08

Lintels 5 1.95 0.10 0.23 0.22

Ventilators 4 0.23 0.90 0.3 0.25

Total 21.45 5255.00 112720

13 Flush Pointing with CM(1:3) including cost and conveyance of all the materials etc complete

Allround Basement 32.12 0.60 19.27 671.40 1294

14 Cement plastering with CM(1:5),12mm thick including cost and conveyance of all the materials ect complete.

Out side all round 31.84 3.60 114.62

In side all round 30.00 3.60 108.00

Ceiling 6.00 9.00 54.00

Deductions

Doors 1 1.05 2.00 2.10

Windows 4 0.90 1.20 1.08

Ventilators 4 0.30 0.90 0.27

Total 273.17 1118.70 30560

15 Accoproof plastering with CM(1:5),12mm thick including cost and conveyance of all the materials ect complete.

1 10.06 7.06 71.02 1555.90 11051

17

Flooring with CC(1:4:8) using 40mm HBG metal for 100mm thick and Top plastering with CM(1:3) ,20mm thick including cost and conveyance of all the materials ect complete.

1 6.00 9.00 54.00 6790.10 36667

18 Synthatic Enamel painting over primary coat and Enamel painting in two caots including csot and conveyance of all the materials ect complete

Doors 1 2.25 1.05 2 4.73

Windows 4 2.75 0.90 1 11.88

Total 16.61 2059.60 3420

19 Painting With White Cement two coats including cost and conveyance of all the materials ect complete.

Inside and Ceiling 165.45 329.20 5447

20 Snowcem painting including cost and conveyance of all the materials ect complete.

Out Side 111.17 1129.90 12562

21

Supply and fixing of the Sal Wood Door of Size 1.05 X 2.00m With angular frame CR Sheet including fixtures , fasteners including csot and conveyance of the all the materials , labour charges ect complete.

1 10000.00 10000

22

Supply and fixing of the Sal Wood Windows of Size 0.9 X 1.20m With angular frame CR Sheet including fixtures , fasteners including csot and conveyance of the all the materials , labour charges ect complete.

4 7500.00 30000

23 Supply and fixing of the Ready made Ventilaters of Size 0.9x0.23including csot and conveyance of the all the materials , labour charges ect complete.

4 500.00 2000

24 Supply and placing of the HYSD bars, fabrication including cost and conveyance of all the materials

etc complete. 2.05 62598.80 128328

25 Unforcein items 49849

Total रु 7,00,000

Asst.Executive Engineer Deputy Executive Engineer RWS&S: SS Thadvai RWS&S SD: Mulugu

Exexcutive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal

RAMAPAA GODAVARI SEGMENT (MANGAPET) IN WARANGAL DISTRICT Detailed cum abstract Estimate

Name of the Sub work : Construction of Watch man and Operator Quarter

RAMAPAA GODAVARI SEGMENT (MANGAPET) IN WARANGAL DISTRICTEst.Cost Rs 8.50 lakhs Sl.No Descripti

on

Dimensions Qty Rate Amount

Nos L B D

1 Earth work excavation in all type of soils with intial lead and lift etc complete

column footings 12.0 1.2 1.2 1.50 25.92

alround 1.0 31.72 0.9 0.60 17.13

long wall 1.0 9.53 0.9 0.60 5.15

cross walls 4.0 2.27 0.9 0.60 4.90

platform 1.0 7 0.6 0.60 2.52

deduction 12.0 1.2 1.2 0.60 -10.37

Total 45.25 149.20 6751

2

Filling the Foundation with sand including cost,conveyance ,watering and ramming etc complete.

column footings 12.0 1.2 1.2 0.20 3.46

alround 1.0 31.72 0.9 0.20 5.71

long wall 1.0 9.53 0.9 0.20 1.72

cross walls 4.0 2.27 0.9 0.20 1.63

platform 1.0 7 0.6 0.20 0.84

deduction 12.0 1.2 1.2 0.20 -3.46

Total 9.90 773.40 7657

3

CC(1:4:8)using 40 mm HBG metal icluding Cost and conveyance of the all materials etc complete.

column footings 12.0 1.2 1.2 0.30 5.18

alround 1.0 31.72 0.9 0.30 8.56

long wall 1.0 9.53 0.9 0.30 2.57

cross walls 4.0 2.27 0.9 0.30 2.45

platform 1.0 7 0.6 0.15 0.63

deduction 12.0 1.2 1.2 0.30 -5.18

14.21 4730.20 67216

4

RR Masonary with CM(1:6) using rough stone (HBG) including cost and conveyance of all the materials etc complete

first footing 1.0 28.96 0.6 0.60 10.43

second footing 1.0 28.96 0.45 0.45 5.86

third footing 1.0 28.96 0.3 0.30 2.61

long wall first footing1.0 8.84 0.6 0.60 3.18 long wall second footing1.0 8.84 0.45 0.45 1.79 long wall third footing1.0 8.84 0.3 0.30 0.80 cross walls first footing4.0 2.04 0.6 0.60 2.94 cross walls second footing4.0 2.04 0.45 0.45 1.65 cross walls third footing4.0 2.04 0.3 0.30 0.73

platform 7.0 0.6 0.6 0.45 1.13

platform 7.0 0.3 0.45 0.30 0.28

31.40 4323.40 135755

5

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Columns footing

12 0.4305 5.166 8751.00 45208

6

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Lintel Beams

Door 1 2.0 2.25 0.23 0.23 0.24

Door 2 4.0 2.1 0.23 0.23 0.44

Door 3 2.0 1.65 0.23 0.23 0.17

Window 1 2.0 2.1 0.23 0.23 0.22

Window 2 2.0 1.8 0.23 0.23 0.19

ventilator 2.0 1 0.23 0.23 0.11

1.37 10982.30 15046

7

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Columns

Columns 12.0 0.23 0.23 5.03 3.19 10582.60 33758

8

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Beams

Beams(F) 1.0 27.515 0.23 0.30 1.90

Beams(R) 1.0 27.515 0.23 0.30 1.90

3.80 11034.20 41930

9

VRCC(1:1.5:3) using 20 mm HBG metal for Sun Shades of Size 75 mm thick at one end 50mm other end and 600mm width ,including cost and conveyance of all the materials,but excluding the cost of the steel etc complete

Door 1 2.0 1.05 0.6 0.0625 0.08

Window 1 2.0 1.2 0.6 0.0625 0.09

Window 2 2.0 0.9 0.6 0.0625 0.07

0.24 8711.20 2091

10

VRCC(1:1.5:3) using 20 mm HBG metal including cost and conveyance of all the materials,but excluding the cost of the steel etc complete for Roof Slab with125mm Thick

1.0 9.76 6.56 64.03 7440.50 47642

11

Brick Msaonary with CM(1:6) using Second Class Bricks including cost and conveyance of all the materials etc complete

out side 1.0 50.78 0.23 3.15 36.79

inside 2.0 6 0.1 3.15 3.78

inside 2.0 2.5 0.1 3.15 1.58

Deductions

Door 1 2.0 1.05 2 0.23 -0.97

Door 2 4.0 0.9 2 0.10 -0.72

Door 3 2.0 0.75 2 0.10 -0.30

Window 1 2.0 1.2 1.2 0.23 -0.66

Window 2 2.0 0.9 1.2 0.23 -0.50

out side Coulmns10.0 0.23 0.23 3.00 -1.59

Ventilators 2.0 0.6 0.23 0.23 -0.06

37.35 5255.00 196274

12

Supply and fixing of the Sal Wood Door With angular frame CR Sheet including fixtures , fasteners including csot and conveyance of the all the materials , labour charges ect complete.

Door 1 of 2.00 x 1.05 mts2 ls 10000.00 20000

Door 2 of 2.00 x 0.90 mts4 ls 8000.00 32000

Door 3 of 2.00 x 0.75 mts2 ls 5500.00 11000

13

Supply and fixing of the Sal Wood Windows of Size 0.9 X 1.20m With angular frame CR Sheet including fixtures , fasteners including csot and conveyance of the all the materials , labour charges ect complete.

Window 1 of size 1.20 X 1.20 mts2 ls 7500.00 15000

Window 2 of size 0.90 X 1.20 mts2 ls 4000.00 8000

14

Flooring with CC(1:4:8) using 40mm HBG metal for 100mm thick and Top plastering with CM(1:3) ,20mm thick including cost and conveyance of all the materials ect complete.

Hall 2 2.94 2.94 17.29

bed room 2 3.47 2.94 20.40

Kitchen 2 2.44 1.57 7.66

Toilets 2 2.44 1.14 5.56

Platform 1 7.00 0.6 4.20

55.11 6790.10 37421

15 Cement plastering with CM(1:5),12mm thick including cost and conveyance of all the materials ect complete.

Inside & out side A/R1 114.64 3.15 361.12 Deductions

Door 1 2 1.05 2 -4.20

Door 2 4 0.90 2 -7.20

Door 3 2 0.75 2 -3.00

Window 1 2 1.20 1.2 -2.88

Window 2 2 0.90 1.2 -2.16

Ventilators 2 0.60 0.23 -0.28

341.40 1118.70 38192

16

Accoproof plastering with CM(1:5),12mm thick including cost and conveyance of all the materials ect complete.

Roof slab 1 9.76 6.56 64.03 1482.50 9492

17

Painting With White Cement two coats including cost and conveyance of all the materials ect complete.

In side alround 1 82.00 3.15 258.30

Deductions

Door 1 2 1.05 2 -4.20

Door 2 4 0.90 2 -7.20

Door 3 2 0.75 2 -3.00

Window 1 2 1.20 1.2 -2.88

Window 2 2 0.90 1.2 -2.16

Ventilators 2 0.60 0.23 -0.28

Ceiling 1 9.76 6.56 64.03

302.61 329.20 9962

18

Snowcem painting including cost and conveyance of all the materials ect complete.

Outside 1 32.64 3.15 102.82

Deductions

Door 1 2 1.05 2 -4.20

Door 2 4 0.90 2 -7.20

Door 3 2 0.75 2 -3.00

Window 1 2 1.20 1.2 -2.88

Window 2 2 0.90 1.2 -2.16

Ventilators 2 0.60 0.23 -0.28

83.10 1129.90 9389

19

Synthatic Enamel painting over primary coat and Enamel painting in two caots including csot and conveyance of all the materials ect complete

Door 1 2 1.05 2 4.20

Door 2 4 0.90 2 7.20

Door 3 2 0.75 2 3.00

Window 1 2 1.20 1.2 2.88

Window 2 2 0.90 1.2 2.16

19.44 2059.60 4004

20 Supply and placing of the HYSD bars, fabrication including cost and conveyance of all the materials etc complete.

0.85 62598.80 53143

21

Supply and fixing of the Ready made Ventilaters of Size 0.9x0.23including csot and conveyance of the all the materials ,

labour charges ect complete. 2 300.00 600

22 Unforeseen items 2469

रु 8,50,000

Asst.Executive Engineer Deputy Executive Engineer RWS&S: SS Thadvai RWS&S SD: Mulugu

Exexcutive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal

Construction of Rapid Gravity Filteration plant including civil, mechanical and electrical trial running etc. complete-M30 Grade concrete).

Name of Work : Sub work: Construction of 10.00 MLD RSF at Kamalapuram Head works at Warangal District.

Data sheet for Rapid sand Filters

.no description Qty Rate per Amount

1 Design & Construction of Rapid Gravity Filtration plant including civil, mechanical and electrical fully automation incl. trial running etc., complete A) Civil Works

(All works of VRCC Shall be in M30 design mix) 1). Stilling Chamber and Areation cascade

2). Ventury flume channel with measuring device 3) Flash Mixer chamber

4) .Clariflucculator / tube settler & flocculation tanks

5). Filter house, chemical house, Alum store, laboratory office room chlorination plant room, toilet etc. (All items shall be under RCC roof only). Separate Isolated chemical house & chlorinator room has to be provided.

6). Wash water tank of suitable capacity

7) .All the doors and windows are of aluminimum make

8) .All pipes and valves in filter beds are of D.I. make & connection from Flash mixer to Tube settler / Flocculation tank, sludge disposal pipes are of D.I. make. The size of sludge disposal pipe shall be minimum of 450 mm dia with C.I pipe.

9) The bottom level of the clear water control chamber must be above G.L so as to dispose the leakage water by gravity.

10) . Clariflucculator bridge including sludge srcapping arrangement shall be with stainless steel of Grade 304 for chemical resistance and durability

11) Railing for all the components shall be provided with Stainless steel of grade 304 for a height of 0.90mts.

12).Path ways in filter beds : Middle pathway: Minimum of 1.50mts, Side pathway: Minimum of 1.20mts.

13).Flooring in filter house shall be with 12mm thick Non-skid tiles.

14).Back wash water tank shall be constrcuted at a minimum height of 1.50mts above roof slab.

15).Filtration plant building ground floor level shall be minimum of

1.20mts above height from the neary by road crust level.

16). The minimum size of entrance hall shall be 12'x13' , Lab size shall be of 10'x15', Office room size shall be of 10'x15'.

17). The water from the treatment plant shall be tested for quantity and quality simultaneously.

18). Sufficient head room shall be provided at alum tank.

19). S.S railing of grade 304 shall be provided for staircase.

20). Testing of blowers as per I.S norms.

21).All cables shall be with copper, Cable drains shall be covered with chequered plate.

22).HDPE/MDPE pipes shall be provided for water drainage . 23).Alum storage capacity shall be for minimum period of 90 days.

24). Digital water flow meters, pressure gauges shall be provided of standard make

25).Chemical house and chlorine storage system shall be constructed out side of plant

26).Pneumatic tyre wheel shall be provided for the bridge clariflocculator.

27). Min LUX levels inside the treatment plant shall be maintained.

28). The length of sludge disposal drain shall be minimum of 30mts.

29).Yard lighting shall be provided as per norms.

30).Chlorimeter vaccum type: Metito/Toshocow-Jesco/ Industrial devices.

B) Mechanical Equipment 1)Alum dosing equipment 2)Flash mixer equipment.

3)Sludge disposal fittings by gravity

4)Filtration plant euqipment instrumentation and piping.

5)Clarifloccualation equipment (with stainless steel blades) with rotating bridge arrangeemnt etc.,

6)Wash water tank fittings and pumpsets with 100% stand by.

7)Air blower with motor 100% stand by and pipe connections.

8) Chlorination equipment and pipe connections with chlorinator of 100% standbye,Vaccum feed Gas Chlorination has to provided.

9)Spares & Tools for 2 years

10)Gaseous Chlorination with cylinders has to provided with protection measures.

C) Electrical Equipment

1)Necessary power supply wiring to motors and switches bus bar connections as per I.E. Rules

2)Internal wiring and illumination and fittings and fixtures for internal and external lighting exhaust fans, ceiling fans etc.

3) Erecting mechanical & Electrical equipment, trial run for 90 days 23.50 hours per day testing the treated water for efficient standards and maintenance of records and imparting training to staff.

4)Supply of 6 - sets of completion plans and maintenance manual and brochures.

5)Provision towards soil investigations.

D) Automation for flow measurements

1)Automated Lab testing equipment of internationally reputed make and consumables for one year. For filtration plants of capacity 10 MLD and more automated online testing equipment shall be installed.

2) Automation for flow of Conductivity, Turbdity,Ph value, Residual Chlorine with recording & Storage facility (Computer based) &

Alaram by SMS or other methods.

3)Off - Site Supervisory and Data Accusation (OSSADA) system for Raw water and clear water measuring, recording, Off-Site Digital Display and data Transmission to Cell Phone(SMS).

Note : 1) Alam tanks must be bound with corroision resistant material (HDPE Lining, Bitumen Coating, tiles etc)

2) Mechnical equipment for alam mixing and in floculation tank must be corrosive resistant (due to Alam)

1) 10. MLD RSF with follwing specification

10000000 4.273 Lt 42730000

2) LS for unforeseen items 270000

43000000

Asst.Executive Engineer Deputy Executive Engineer RWS&S: SS Thadvai RWS&S SD: Mulugu

Exexcutive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal

-270000

MA= 25%

Contractor' Profit 14%

Detailed estimate for C/o Clear water sump well at Head Works 1100000litres of capacity

Diameter of sump well INNER : 22.00 m above GL 1102

Side wall thickness 0.300 m 0.25

Side wall height above GL 0.850 m

Side wall height below GL 2.750 m

Chord length 15.77 m

Thickness of top slab 0.150 m 0.30 m Top slab projection

Top slab Beams = 0.300 0.300 m 0.30 m depth of sand filling

Thickness of bottom slab 0.300 m

projection Of Bottom slab = 0.300 m

Diameter of bottom slab OUTER 23.200 m

Thickness of CC bed 0.200 m

Column size 0.300 m 0.300 m

No. of columns 21 Nos

Dead storage 0.150 m

Free board 0.250 m

Thickness of CC bed over Raft 0.000 m

No. of Suction Pits 2.000 Nos.

Dimensions of the suction Pit 8.000 1.000 m Extra depth of suction pit below sump raft 0.90 m Wall Thickness of the suction Pit 0.300 m

Detailed estimate for C/o Clear water sump well at Head Works 1100000litres of capacity

Estimate cost Rs: 7100000

Sl. Description No.Co efficient L B D Qty. Rateper Am ount

1

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

0 to 3m depth 1.00 0.785 23.20 23.20 3.00 1268.20 149.20 1 Cum 189215

3 to 6m depth 1.00 0.785 23.20 23.20 0.25 105.68 191.90 1 Cum 20280

Extra suction-pits 2.00 1.00 9.00 2.00 0.90 32.40 191.90 1 Cum 6218

2 Sand filling in basement with watering and tamping etc. complete.

including Cost and conveyance of the all materials etc.

for sump excavated

portion 1.00 0.785 23.200 23.200 0.300 126.82 773.40 1 Cum 98083

3 Plain Cement concrete (1:4:8) using 40 mm metal with hand mixing upto Plinth level

for sump portion 1.00 0.785 23.20 23.20 0.20 84.55 for suction pit sides 2.00 1.000 21.60 0.20 0.90 7.78

92.33 4730.20 1 Cum 436739

4

Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.

(i) Foundations - Raft - M30 grade

for sump portion 1.00 0.785 23.20 23.20 0.30 126.82 9186.60 1 Cum 1165045 for suction pit 2.00 1.000 21.35 0.30 0.90 11.53 9186.60 1 Cum 105921

(ii) Side wall - M30 grade 1st step with 300 mm

thick 1.00 3.142 22.30 2.75 0.30 57.80 12762.00 1 Cum 737644

2st step with 250 mm

thick 1.00 3.142 22.25 0.85 0.25 14.85 13574.80 1 Cum 201586

For Bottom haunches 0.50 3.142 21.70 0.30 0.30 3.07 9186.60 1 Cum 28203

(iii) Rectangular Beams - M30 grade

beams for Top slab 2 5 18.29 0.30 0.30 16.46 11006.10 1 Cum 181160

(iv) Rectangular Columns - M30 grade

Columns between

Beam- Bottom Haunchs 21 1.00 3.00 0.30 0.30 5.67 10582.60 1 Cum 60003

Column incl. Bot

Haunchs 21 1.05 1.17 1.00 0.30 7.72 10582.60 1 Cum 81698

(v) Top circular slab - M30 grade

150m m thick 1 0.79 23.10 23.10 0.15 62.86 10628.50 1 Cum 668108

Sl. Description No.Co efficient L B D Qty. Rateper Am ount

5

Acco proof plastering with CM(1:3) prop. 12 mm thick with including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for sump well

Inside the sum p + haunc hes

3.14 22.00 3.60 248.81

Bottom of the sum p 0.79 22.00 22.00 380.13

Outside above GL 3.14 23.10 0.85 61.69

Outside for top slab 3.14 23.10 0.15 10.89

Inside the top slab 0.79 22.00 22.00 380.13

Over the top slab 0.79 23.10 23.10 419.10

Colum n Bot Haunchs 21 3.14 0.90 0.54 32.11

for beam s 2 10 18.29 0.30 109.71

all round colum ns 21 1.20 3.00 75.60

Total 1718.17 1464.20 10 Sqm 251574

6

Epoxy Protective Coating with Procoat SNF (item 250 SSR) paint 3 coats over water proof plastering, incl. conveyance of all m/ labour charges, etc., complete for Botom slab, inside side walls ,columns and top &

bottom of roof slab Inside the sump +

haunches ^{3.14 22.00 3.60 248.81}

Bottom of the sump 0.79 22 22 380.13

Inside the top slab 0.79 22.00 22.00 380.13

Over the top slab 0.79 23.10 23.10 419.10

Column Bot Haunchs 3.14 0.90 0.54 1.53

for beams 10.00 18.29 0.30 54.86

all round columns 1.20 3.00 3.60

Total 1488.16 324.47 1 Sqm 482868

7

Snowcem painting with 2 coats over a primary coat including cost and conveyance of all materials and labour charges etc., complete as per standard specifications

Outside above GL 3.14 23.10 0.85 61.69

Outside for top slab 3.14 23.10 0.15 10.89

0.79 23.10 23.10 419.10

Total 491.68 1129.90 10 Sqm 55555

8 Provision towards cost of steel and its fabrication charges 35.47 62598.80 1 MT 2220308 9 Supply and fixing of light type man hole cover with frame of size

0.6 x 0.6 m as per standard specification HD-35 2 LS each 3500

10Supply and fixing of for RCC pre-cast fly proof ventilators with necessary copper wire mesh, etc., complete as per standard specification

10 Ls each 20000

11Provision for RCC Central phenial of size 0.60 m dia as per

standard specifications 1 LS each 2500

12Provision for RCC inside ladder as per the standard specifications 2 LS each 10000 13Provision for RCC OUTSIDE ladder as per the standard

specifications 1 Ls each 5000

14Provision for 300mm dia CI Sluice valve on 300mm dia line , inlet

arrangements 1 Ls each 20000

15Provision for refilling the foundation with excavated earth, and

remaining Qty for levelling area 1 LS Job 2000

16Provision for unforeseen items such as excavation with other

soils,rock, dewatering,price variations in materials etc., LS 46792

Total Rs. 7100000

Asst.Executive Engineer Dy.Executive Engineer

RWS&S: SS Thadvai RWS&S SD: Mulugu

Executive Engineer Superintending Engineer

RWS&S,Division, Warangal RWS&S,Circle, Warangal