~timated cost for these components. The same may be used for ten ering purpose. If any

(1)

----

Please find here with the DPR duly vetted by WAPCOS Ltd for the purpose of tendering by the Department. In respect of reservoirs, the designs are not furnished by department. Hence

~for arriving the cost, WAPCOS has prepared the desi ns and accordingly a-;Tv.ed at the

~timated cost for these components. The same may be used for ten ering purpose. If any

~Jf' changes are found during the execution, the same will be incorporated in the detailed designs, A

^V\

detailed estimates furnished by the contractor which will be

^r

subsequently vetted by

WAPCOS. ~

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Regional Office: 6-2-45/11, Advocates Colony,

A.C.Guards, Saifabad, Near Lakdi-ka-pul, Hyderabad - 500 004.

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(~ fHGfiH '6fiT 'dQi*i11 ~ ~~ q:;CI<it'4) (A Government of India Undertaking - Ministry of Water Resources)

WAPCOS LIMITED

^Phone:

Fax:

Emai/:

040-23305992, 040-23305991,

wapcoshyderabad@yahoo.co.in, hydera~ad@wapcos.gov.in

\ S 11$ ·No.WAP/HYDrrDWSP/DPRl2015/~ ":>3& .

~\'I\ To

The Chief Engineer, TDWSP,

Hyderabad

Dt: 22.07.2015

Sub: Vetting of DPR's for TDWSP Govt. of Telangana - Yellampally - Mancherial segment of Adilabad District -Segment- No 23- reg.

Ref: Agg. No. Lr. No. AEEl/DEE TDWSP plg2/RWS&S/2015 dt. 3.7.2015 Sir,

'-"

Yours Sincerely,

Dr.

Project Director

~

i••.

~-~

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Registered Office: 5th Floor 'Kailash', 26 Kasturba Gandhi Marg, New Delhi -110001, INDIA Ph.:+91-11-23313131 Fax: +91-11-23313134, 23314924 Corporate Office: 76-C,Institutional Area, Sector -18, Gurgaon -122015 (Haryana), INDIA Tel. : +91-124-2399421 (16 Lines) Fax: +91-124-2397392, 2399220

E-mail: ho@wapcos.gov.in ;mail@wapcos.gov.in Website: http://www.wapcos.gov.in

(2)

Estimate Cost: in Rs. 420.00 Crores

Sl.N

o Description of item Qty Unit Rate Per Amount

1 Clear Water Pumpsets

As Per Pumpsets Estimate 3887 HP 0.11 Each 427.57

2 RSF 10 MLD 1 No. 430.00 Each 430.00

2 Construction of Sumps

i) Clear water Sump at Head works 7000 Kl Capacity 1 No 385.00 Sub-Est 385.00

3 Construction of GLBR

1500 Kl GLBR at Dharmaramgutta 1 No 95.00 Sub-Est 95.00

4 Providing Gravity Main

i) Main Grid (As Per Sub-estimate) 132756 Rmt 16,000.00 Sub-Est 16000.00 ii) Secondary Grid ( 5 Mandals and 2 Muncilipaties) (As

Per Sub-estimate) 256028 Rmt 3,200.00 Sub-Est 3200.00

5 Providing Pumping Main

(As Per Sub-estimate) 23347 Rmt 2,250.00 Sub-Est 2250.00

6 Construction of Approach Road to OHBRs

i) at DharmaramGutta hillock GLBR (4000 m Length) 1 Each 133.00 Sub-Est 133.00 7 Construction of Intermediate sumps

i) 20 Kl 2 Each 2.20 Sub-Est 4.40

30 Kl 1 Each 3.50 Sub-Est 3.50

ii) 60 Kl 2 Each 5.50 Sub-Est 11.00

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Phase II - Mancherial Segment Rates: As per SSR 2014-15

GENERAL ABSTRACT OF MAIN GRID

iii) 100 Kl 2 Each 8.50 Sub-Est 17.00

8 Watchman Quarters 16 Each 12.50 Sub-Est 200.00

9 Pump House 4X6 7 Each 13.00 Sub-Est 91.00

10 Pump house 24X12 1 Each 32.00 Sub-Est 32.00

11 Compound wall (340 m length) 4 Nos 38.00 Sub-Est 152.00

8 Construction of Sub-station & transformer yards at

Head Works LS 550.00

9 Provision for dedicated Power supply & Electrification

at Head Works LS 1170.00

10 Provision for ground levelling & lanscaping LS 300.00

11 O&M for 1 year Sub-Est 1,661.00

12 Providing Drinking Water to Kotapally Mandal (as Per

Abstract Estimate of Kotapally Mandal ) 1 Each 2348.80 Abstract 2,348.80 29,461.27

12 VAT (5%) LS 1,473.06

13 Labour cess (1%) LS 294.61

14 QC Charges (0.5%) LS 147.31

15 Provision towards NAC Corpus fund (0.10%) 0.1% LS 29.46

16 Provision for price variation of Steel and Cement LS 2,946.13

17 Provision for Optical Fibre Cable (OFC) LS 2,024.65

18 Provision for Road, Railway, forest and canal crossings and

Permissions LS 500.00

19 provision of Taxes on pipes (14%) LS 2,560.00

20 Provision for SCADA LS 500.00

21 Provision for other unforeseen items LS 2063.51

42,000.00

420.00

Asst Exe. Engineer Dy Executive Engineer

TDWSP (Mancherial Grid) TDWSP (SD : Mancherial Grid)

ExecutiveE ngineer Superintending Engineer

TDWSP (Division: Mancherial Grid) TDWSP Circle Nirmal TDWSP (Division: Mancherial Grid) TDWSP Circle Nirmal

(3)

Estimate Cost: in Rs. 0.00 Crores

Sl.N

o Description of item Qty Unit Rate Per Amount

1 Kotapally Mandal

i) Clear Water Pumpsets ( As Per Design ) 180 HP 0.11 Sub Est 19.80

ii) Construction of 90KL OHBRs (as Per Estimate) 1 No. 86.00 Sub Est 86.00 iii) Providing Gravity Main (as Per Estimate) 75122 Rmt 1200.00 Sub Est 1200.00 iv) Providing Pumping Main (as Per Estimate) 18910 Rmt 1000.00 Sub Est 1000.00

vi) C/o. Infiltation Well (as Per Estimate) 1 No. 16.00 Sub Est 16.00

vii)

Providing connecting main cum infiltration gallery from Additional Intake wells to Existing Infiltration well (As per Sub Estimate)

1 No. 27.00 Sub Est 27.00

Total 2348.80

-

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Phase II - Mancherial Segment Rates: As per SSR 2014-15

GENERAL ABSTRACT OF (KOTAPALLY MANDAL)

TDWSP (Division: Mancherial Grid) TDWSP Circle Nirmal

(4)

Est Cost Rs 27.00 Lakhs

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

1 IW to Collection well

Bed Level to 3.00m depth 1 150.00 3.50 3.00 1575.00 Cum 128.20 1Cum 2,01,915.00 Bed Level to 3.00m to 6.00 depth 1 150.00 3.50 3.00 1575.00 Cum 164.83 1Cum 2,59,607.00 2

c) 6.00 to 8.00 m deep under water 1 150.00 2.00 3.00 900.00 Cum 1326.00 1Cum 11,93,401.00 3

SSR P.No.23 (PH Items) 1 150.00 150.00 Mts 3739.00 Rmt 5,60,850.00

4 1 60.00 60.00 Mts 333.00 No 19,980.00

5 1 150.00 150.00 Mts 348.80 No 52,320.00

6 Excavation (total) 4050.00

Deduct pipe portion 1 150.00 0.6 0.60 -42.34

Net qty 4092.34 Cum 98.95 Cum 4,04,937.00

7 6,990.00

27,00,000.00

Dy Executive Engineer TDWSP (SD : Mancherial Grid)

Superintending Engineer TDWSP Circle Nirmal Manufacture, supply and delivery of Rubber rings to suit R.C.C socket and Spigot

pipes conforming to b.I.S 5382/1985 (rate per each rubber ring) including transportation but excluding taxes and duties the rubber rings shall be tested at the factory premisees conforming to BIS 5382/1985 NP3 700 mm dia for connecting main including all taxes etc. complete.

Lowering, laying and jointing of RCC 700mm NP3 plain pipes inclusive of bailing out of water and jointing with cement fillets and all other incidental charges for infiltration gallary inclusive of bailing out water by pumping to keep the trench reasonably dry to facilitate the work excluding cost of plain pipes and collars.

Asst Exe. Engineer TDWSP (Mancherial Grid)

ExecutiveE ngineer TDWSP (Division: Mancherial Grid) L S Provision for unforseen items

Refilling with excavated sand including cost and conveyance of all materials and labour charges etc. complete.

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Sub work: Laying of connecting main to Intake Well SUB-ESTIMATE (CONNECTING MAIN)

Earth work excavation and depositing on bank with initial lead of 10mtrs and initial lift of 2m in sand or loose soils, wet soils not under water

Excavation of trenches for infiltration galleries, syphon lines and connecting mains in all soils under water including all leads, lifts, shoring, strutting, bailing out water and removal of shoring and strutting materials, after completion of pipe line work.

Manufacture, supply and delivery of the following sizes of 700mm dia RCC NP3 class S/S pipes for connecting main including 1rm cost of collars and all taxes etc.

complete.

(5)

Estimate Cost Rs in Lakhs: 133.00

L B D

1 Clearing of jungle

1 4000.00 10.000 40000.00

Deduct voids @40% -16000.00

24000.00 1.98 47,520

Sqm Sqm

2 FOR ROAD EMBANKMENT (7.5+9.0)

1 ½ 900.00 16.500 0.500 3712.50

3712.50 84.64 3,14,226

Cum Cum

3 Ghat Cutting

From km 7/6 to 8/240 1 ½ 2200.00 7.500 0.900 7425.00

7425.00 187.14 13,89,515

Cum Cum

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD/MORTH including overhead & Contractor profit, But Excluding VAT charges.

Construction of embankment with approved materials deposited at site from roadway cutting and excaBut Excavation from drain (not exceeding 0.6 m depth) and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead & Contract profit ,But Excluding VAT & Seignarage charges.

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/ 305 MORTH including overhead charges & Contractor profit ,But excluding VAT & Seignarage charges.

Measurments Quantity Rate Amount

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

DETAILED ESTIMATE FOR ROAD CONSTRUCTION

CONSTRUCTION OF APPROACH ROAD TO OHBR ON DHARMARMGUTTA HILL

S.No Description No

(6)

4 For sholuders

1x 2 4000.00 1.875 0.150 2250.00

Shoulders with Selected earth 2250.00 1207.82 27,17,595

Cum Cum

5 Sub- Base

1x 1 4000.00 4.000 0.200 3200.00

Sub Base (66% Gravel +34% Stone dust ) 3200.00 859.21 27,49,472

Cum Cum

6 1 1 4000.00 3.750 0.150 2250.00

Wet Mix Mecadam 2250.00 2663.06 59,91,885

Cum Cum

7 Add Seignerage Charges

8 LS for other unforseen items LS 89,787

Total Rs. 133,00,000

Asst Exe. Engineer Dy Executive Engineer

TDWSP (Mancherial Grid) TDWSP (SD : Mancherial Grid)

ExecutiveE ngineer Superintending Engineer

Construction of Improved Subgrade /Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20 respectively and and spreading in uniform layers with tractor grader on prepared surface and copacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD,305 MoRT&H by using machinery including all over heads , and Contractors profit ,But excluding VAT &

Seignarage charges, etc, complete.

Construction of granular Sub-Base by providing well graded Grading-C meterial ( Table 400.2 ) having soaked CBR not less than 15% and Plasticity Index < 6 and stacking at site to the departmentel gauge for pre measurements and mixing them and spreading the same with grader in uniform layers of loose thickness of not more than 225mm including mixing by mix in place method with rotavator to OMC and compacting with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 402.3 of MORD. including all over heads , and Contractors profit ,But excluding VAT & Seignarage charges.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD/ MORTH,including overhead charges &

Contractor profit ,But excluding VAT & Seignarage charges.

(7)

TDWSP (Division: Mancherial Grid) TDWSP Circle Nirmal

(8)

Name of the work:Contruction of 90000 Lts capacity OHBR staging 30.00 Mts

Est.Cost Rs Lakhs : 86.00

Nos L B D

1 Initial 0.785 12.20 12.20 3.00 350.70 128.20 10.00 Cum 4,496

0.785 12.20 12.20 0.50 58.45 164.83 10.00 Cum 963

2 foundation 0.785 12.20 12.20 0.30 35.07

35.07 785.60 1.00 Cum 27,551

3 0.785 11.40 11.40 0.30 30.62 4635.04 1.00 Cum 1,41,930

4 0.785 11.00 11.00 0.600 57.02 9061.10 1.00 Cum 5,16,663

5 Below GL 3.142 6.40 0.30 2.58 15.53 19728.55 1.00 Cum 3,06,425

6 1 8.00 0.30 0.30 0.72 10841.32 1.00 Cum 7,806

7 0 - 3 Mts 3.142 6.35 0.25 3.00 14.96

deduct door 1x1 1.20 0.25 2.10 0.63

14.33 19728.55 1.00 Cum 2,82,710

3-4 Mts 3.142 6.35 0.25 1.00 4.99 19880.79 1.00 Cum 99,205

4-5 Mts 3.142 6.35 0.25 1.00 4.99 19880.79 1.00 Cum 99,205

5-6 Mts 3.142 6.35 0.25 1.00 4.99 19880.79 1.00 Cum 99,205

6-7 Mts 3.142 6.35 0.25 1.00 4.99 20033.04 1.00 Cum 99,965

7-8 Mts 3.142 6.35 0.25 1.00 4.99 20033.04 1.00 Cum 99,965

8-9 Mts 3.142 6.35 0.25 1.00 4.99 20033.04 1.00 Cum 99,965

9-10 Mts 3.142 6.35 0.25 1.00 4.99 20185.28 1.00 Cum 1,00,725

10-11 Mts 3.142 6.35 0.25 1.00 4.99 20185.28 1.00 Cum 1,00,725

RCC M30 Grade using 20 mm HBG metal including cost, conveyance 'and labour etc., complete for shaft 'excluding cost of steel 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

Sand filling the basement including watering 'ramming etc., complete

PCC(1:3:6) using 40 mm HBG metal icluding all 'materials etc., complete

RCC M30 Grade using 20 mm HBG metal 'including cost, conveyance and labour etc 'complete for raft excluding cost of steel

RCC M30 Grade using 20 mm HBG metal 'including cost, conveyance and labour etc 'complete for shaft excluding cost of steel

RCC M30 Grade using 20 mm HBG metal 'including cost, conveyance and labour etc 'complete for ring beam door

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Detailed estimate cum abstract estimate

S.no Description Measurements

Quantity Rate Per Amount

(9)

Nos L B D

S.no Description Measurements

Quantity Rate Per Amount

11-12 Mts 3.142 6.35 0.25 1.00 4.99 20185.28 1.00 Cum 1,00,725

12-13 Mts 3.142 6.35 0.25 1.00 4.99 20337.53 1.00 Cum 1,01,484

13-14 Mts 3.142 6.35 0.25 1.00 4.99 20337.53 1.00 Cum 1,01,484

14-15 Mts 3.142 6.35 0.25 1.00 4.99 20337.53 1.00 Cum 1,01,484

15-16 Mts 3.142 6.35 0.25 1.00 4.99 21497.26 1.00 Cum 1,07,271

16-17 Mts 3.142 6.35 0.25 1.00 4.99 21497.26 1.00 Cum 1,07,271

17-18 Mts 3.142 6.35 0.25 1.00 4.99 21497.26 1.00 Cum 1,07,271

18-19 Mts 3.142 6.35 0.25 1.00 4.99 22321.17 1.00 Cum 1,11,383

19-20 Mts 3.142 6.35 0.25 1.00 4.99 22321.17 1.00 Cum 1,11,383

20-21 Mts 3.142 6.35 0.25 1.00 4.99 22321.17 1.00 Cum 1,11,383

21-22 Mts 3.142 6.35 0.25 1.00 4.99 23145.07 1.00 Cum 1,15,494

22-23 Mts 3.142 6.35 0.25 1.00 4.99 23145.07 1.00 Cum 1,15,494

23-24 Mts 3.142 6.35 0.25 1.00 4.99 23145.07 1.00 Cum 1,15,494

24-25 Mts 3.142 6.35 0.25 1.00 4.99 23968.98 1.00 Cum 1,19,605

25-26 Mts 3.142 6.35 0.25 1.00 4.99 23968.98 1.00 Cum 1,19,605

26-27 Mts 3.142 6.35 0.25 1.00 4.99 23968.98 1.00 Cum 1,19,605

27-28 Mts 3.142 6.35 0.25 1.00 4.99 24457.05 1.00 Cum 1,22,041

28-29 Mts 3.142 6.35 0.25 1.00 4.99 24457.05 1.00 Cum 1,22,041

29-30 Mts 3.142 6.35 0.25 1.00 4.99 24457.05 1.00 Cum 1,22,041

deduct door 1x1 1.20 0.25 2.10 -0.630 24457.05 1.00 Cum -15,408

8 steel 6.283 2.68 0.70 0.200 2.36 28034.68 1.00 Cum 66,162

9 steel 3.142 6.45 0.350 0.45 3.19 24063.19 1.00 Cum 76,762

10 steel 3.142 8.05 0.200 1.00 5.06 28246.83 1.00 Cum 1,42,929

3.142 8.05 0.200 1.00 5.06 28246.83 1.00 Cum 1,42,929

3.142 8.05 0.200 0.80 4.05 28399.08 1.00 Cum 1,15,016

11 steel 3.142 10.30 0.300 0.35 3.40 25433.38 1.00 Cum 86,473

RCC M30 Grade using 20 mm HBG metal 'including cost, conveyance and labour etc.complete ' for bottom Dome excluding cost steel

RCC M30 Grade using 20 mm HBG metal 'including cost,conveyance and labour etc.complete ' for bottom Ring beam excluding cost steel

RCC M30 Grade using 20 mm HBG metal including cost,conveyance and labour etc. 'complete for Conical side wall excluding cost of steel

RCC M30 Grade using 20 mm HBG metal 'including cost, conveyance

and labour etc.complete ' for top Ring beam excluding cost steel

(10)

Nos L B D

S.no Description Measurements

Quantity Rate Per Amount

12 steel 3.142 1.63 1.000 0.125 0.64 34309.90 1.00 Cum 21,958

3.142 1.63 1.000 0.125 0.64 34309.90 1.00 Cum 21,958

Flat portion 3.142 2.23 0.600 0.125 0.52 34462.14 1.00 Cum 17,920

13 steel 6.28 9.10 1.15 0.150 9.86

Deduct manhole 2.00 0.60 0.60 0.150 0.11

deduct phenial 0.79 0.60 0.60 0.150 0.04

9.71 34759.55 1.00 Cum 3,37,515 14

Below GL and above GL upto 3 m

Below GL 0.785 0.40 0.40 2.50 0.31

0 - 3 Mts 0.785 0.40 0.40 3.00 0.38

0.69 21021.49 1.00 Cum 14,522

3-4 0.785 0.40 0.40 1.00 0.13 21173.73 1.00 Cum 2,659

4-5 0.785 0.40 0.40 1.00 0.13 21173.73 1.00 Cum 2,659

5-6 0.785 0.40 0.40 1.00 0.13 21173.73 1.00 Cum 2,659

6-7 0.785 0.40 0.40 1.00 0.13 21325.98 1.00 Cum 2,679

7-8 0.785 0.40 0.40 1.00 0.13 21325.98 1.00 Cum 2,679

8-9 0.785 0.40 0.40 1.00 0.13 21325.98 1.00 Cum 2,679

9-10 0.785 0.40 0.40 1.00 0.13 21478.22 1.00 Cum 2,698

10-11 0.785 0.40 0.40 1.00 0.13 21478.22 1.00 Cum 2,698

11-12 0.785 0.40 0.40 1.00 0.13 21478.22 1.00 Cum 2,698

12-13 0.785 0.40 0.40 1.00 0.13 21630.46 1.00 Cum 2,717

13-14 0.785 0.40 0.40 1.00 0.13 21630.46 1.00 Cum 2,717

14-15 0.785 0.40 0.40 1.00 0.13 21630.46 1.00 Cum 2,717

15-16 0.785 0.40 0.40 1.00 0.13 22906.47 1.00 Cum 2,877

16-17 0.785 0.40 0.40 1.00 0.13 22906.47 1.00 Cum 2,877

17-18 0.785 0.40 0.40 1.00 0.13 22906.47 1.00 Cum 2,877

18-19 0.785 0.40 0.40 1.00 0.13 23807.90 1.00 Cum 2,990

19-20 0.785 0.40 0.40 1.00 0.13 23807.90 1.00 Cum 2,990

20-21 0.785 0.40 0.40 1.00 0.13 23807.90 1.00 Cum 2,990

21-22 0.785 0.40 0.40 1.00 0.13 24709.32 1.00 Cum 3,103

22-23 0.785 0.40 0.40 1.00 0.13 24709.32 1.00 Cum 3,103

23-24 0.785 0.40 0.40 1.00 0.13 24709.32 1.00 Cum 3,103

24-25 0.785 0.40 0.40 1.00 0.13 25610.74 1.00 Cum 3,217

25-26 0.785 0.40 0.40 1.00 0.13 25610.74 1.00 Cum 3,217

26-27 0.785 0.40 0.40 1.00 0.13 25610.74 1.00 Cum 3,217

27-28 0.785 0.40 0.40 1.00 0.13 26137.57 1.00 Cum 3,283

28-29 0.785 0.40 0.40 1.00 0.13 26137.57 1.00 Cum 3,283

29-30 0.785 0.40 0.40 1.00 0.13 26137.57 1.00 Cum 3,283

15 Landing Slab for Ladder

4.5 m Level 1 2.00 1.00 0.15 0.30 10045.26 1.00 Cum 3,084

9 m Level 1 2.00 1.00 0.15 0.30 10197.50 1.00 Cum 3,245

13.5 m Level 1 2.00 1.00 0.15 0.30 10501.99 1.00 Cum 3,446

18 m Level 1 2.00 1.00 0.15 0.30 11248.44 1.00 Cum 3,616

22.5 m Level 1 2.00 1.00 0.15 0.30 11577.47 1.00 Cum 3,830

27 m Level 1 2.00 1.00 0.15 0.30 11906.50 1.00 Cum 3,997

16 Brace beams

4.5 m Level 1 4.90 0.30 0.30 0.34 11260.94 1.00 Cum 3,886

RCC M30 Grade using 20 mm HBG metal 'including cost, conveyance and labour etc.complete ' for top Dome excluding cost steel RCC M30 Grade using 20 mm HBG metal 'including cost, conveyance and labour etc.complete ' for inner Shaft excluding cost steel

VRCC M30 grade design mix using 20 mm HBG metal 'including

cost,conveyance and labour etc 'complete for Circular Column

excluding cost and fabrication of steel

(11)

Nos L B D

S.no Description Measurements

Quantity Rate Per Amount

8-9 m Level 1 4.90 0.30 0.30 0.34 11413.18 1.00 Cum 4,068

13.5 m Level 1 4.90 0.30 0.30 0.34 11717.67 1.00 Cum 4,294

17-18 m Level 1 4.90 0.30 0.30 0.34 12244.50 1.00 Cum 4,491

22.5 m Level 1 4.90 0.30 0.30 0.34 13048.44 1.00 Cum 4,737

26-27 m Level 1 4.90 0.30 0.30 0.34 13450.41 1.00 Cum 4,929

17 Treads

0 - 3 Mts 15 1.00 0.30 0.05 0.23 19205.60 1.00 Cum 4,321

3-4 5 1.00 0.30 0.05 0.08 19358.36 1.00 Cum 1,452

4-5 5 1.00 0.30 0.05 0.08 19358.36 1.00 Cum 1,452

5-6 5 1.00 0.30 0.05 0.08 19358.36 1.00 Cum 1,452

6-7 5 1.00 0.30 0.05 0.08 19511.12 1.00 Cum 1,463

7-8 5 1.00 0.30 0.05 0.08 19511.12 1.00 Cum 1,463

8-9 5 1.00 0.30 0.05 0.08 19511.12 1.00 Cum 1,463

9-10 5 1.00 0.30 0.05 0.08 19663.88 1.00 Cum 1,475

10-11 5 1.00 0.30 0.05 0.08 19663.88 1.00 Cum 1,475

11-12 5 1.00 0.30 0.05 0.08 19663.88 1.00 Cum 1,475

12-13 5 1.00 0.30 0.05 0.08 19816.64 1.00 Cum 1,486

13-14 5 1.00 0.30 0.05 0.08 19816.64 1.00 Cum 1,486

14-15 5 1.00 0.30 0.05 0.08 19816.64 1.00 Cum 1,486

15-16 5 1.00 0.30 0.05 0.08 20929.74 1.00 Cum 1,570

16-17 5 1.00 0.30 0.05 0.08 20929.74 1.00 Cum 1,570

17-18 5 1.00 0.30 0.05 0.08 20929.74 1.00 Cum 1,570

18-19 5 1.00 0.30 0.05 0.08 21722.72 1.00 Cum 1,629

19-20 5 1.00 0.30 0.05 0.08 21722.72 1.00 Cum 1,629

20-21 5 1.00 0.30 0.05 0.08 21722.72 1.00 Cum 1,629

21-22 5 1.00 0.30 0.05 0.08 22515.70 1.00 Cum 1,689

22-23 5 1.00 0.30 0.05 0.08 22515.70 1.00 Cum 1,689

23-24 5 1.00 0.30 0.05 0.08 22515.70 1.00 Cum 1,689

24-25 5 1.00 0.30 0.05 0.08 23308.69 1.00 Cum 1,748

25-26 5 1.00 0.30 0.05 0.08 23308.69 1.00 Cum 1,748

26-27 5 1.00 0.30 0.05 0.08 23308.69 1.00 Cum 1,748

27-28 5 1.00 0.30 0.05 0.08 23781.56 1.00 Cum 1,784

18 Risers

0 - 3 Mts 15 1.00 0.05 0.20 0.15 19205.60 1.00 Cum 2,881

3-4 5 1.00 0.05 0.20 0.05 19358.36 1.00 Cum 968

4-5 5 1.00 0.05 0.20 0.05 19358.36 1.00 Cum 968

5-6 5 1.00 0.05 0.20 0.05 19358.36 1.00 Cum 968

6-7 5 1.00 0.05 0.20 0.05 19511.12 1.00 Cum 976

7-8 5 1.00 0.05 0.20 0.05 19511.12 1.00 Cum 976

8-9 5 1.00 0.05 0.20 0.05 19511.12 1.00 Cum 976

9-10 5 1.00 0.05 0.20 0.05 19663.88 1.00 Cum 983

10-11 5 1.00 0.05 0.20 0.05 19663.88 1.00 Cum 983

11-12 5 1.00 0.05 0.20 0.05 19663.88 1.00 Cum 983

12-13 5 1.00 0.05 0.20 0.05 19816.64 1.00 Cum 991

13-14 5 1.00 0.05 0.20 0.05 19816.64 1.00 Cum 991

14-15 5 1.00 0.05 0.20 0.05 19816.64 1.00 Cum 991

15-16 5 1.00 0.05 0.20 0.05 20929.74 1.00 Cum 1,046

16-17 5 1.00 0.05 0.20 0.05 20929.74 1.00 Cum 1,046

17-18 5 1.00 0.05 0.20 0.05 20929.74 1.00 Cum 1,046

18-19 5 1.00 0.05 0.20 0.05 21722.72 1.00 Cum 1,086

19-20 5 1.00 0.05 0.20 0.05 21722.72 1.00 Cum 1,086

20-21 5 1.00 0.05 0.20 0.05 21722.72 1.00 Cum 1,086

21-22 5 1.00 0.05 0.20 0.05 22515.70 1.00 Cum 1,126

22-23 5 1.00 0.05 0.20 0.05 22515.70 1.00 Cum 1,126

23-24 5 1.00 0.05 0.20 0.05 22515.70 1.00 Cum 1,126

24-25 5 1.00 0.05 0.20 0.05 23308.69 1.00 Cum 1,165

25-26 5 1.00 0.05 0.20 0.05 23308.69 1.00 Cum 1,165

(12)

Nos L B D

S.no Description Measurements

Quantity Rate Per Amount

26-27 5 1.00 0.05 0.20 0.05 23308.69 1.00 Cum 1,165

27-28 5 1.00 0.05 0.20 0.05 23781.56 1.00 Cum 1,189

19 Side wall 3.14 8.05 2.83 1.00 71.57

Top of BS 6.28 2.68 0.70 1.00 11.79

83.36 1420.40 10.00 Sqm 11,840

20 Outside shaft 3.14 6.6 30.00 1.00 622.04

Bottom ring beam 3.14 6.8 0.450 1.00 9.61

Side wall 3.14 8.5 2.83 75.57

Top doome 6.28 9.10 1.15 1.00 65.75

Top ring beam 3.14 10.6 0.35 11.66

784.63 Deductions

Manhole 2.000 0.6 0.60 1.00 0.72

Phenial 0.785 0.6 0.60 1.00 0.28

Door 1x2 0.9 1.80 3.24

780.39 1029.90 10.00 Sqm 80,372

21 complete 21.44 51392.60 1.00 MT 11,01,857

22 Valve Chambers 3 25669.35 1.00 77,008

23 DI specials, valves 13,40,816

24 Lightning arrester PR 15,000

25 Water level indicater PR 5,000

26 Provision for Mane Board PR 1,000

27 Provision for ladder inside the shaft FL to Top Door PR 5,000

28 Railing all around Top slab PR 10,000

29 Lader inside the shaft PR 15,000

30 MS Doors at Floor Level and LWL Level PR 10,000

31 Phinaial & Fly proof ventilator PR 1,500

32 Manhole cover with frames-2nos PR 2,000

33 90 77 Kl 6,930.00

34 Unfoseen items LS 68,852

86,00,000 Accoproof Cement plastering with CM(1:3) 12 mm thick 'etc.,

complete for inside tank

Painting with Snowcem paint 2 coats over a primary coat including cost and conveyance of all materials and labour charges, etc., complete

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded

Testing of Water tightness of the strucutre

(13)

Nos L B D

S.no Description Measurements

Quantity Rate Per Amount

Asst Exe. Engineer Dy Executive Engineer

TDWSP (Mancherial Grid) TDWSP (SD : Mancherial Grid)

ExecutiveE ngineer Superintending Engineer

TDWSP (Division: Mancherial Grid) TDWSP Circle Nirmal

(14)

Est. Cost 16.00 Lakhs

S.No. Description Nos. L B D Qty. Rate Unit Amount

1 1 0.785 8.25 8.25 1.00 53.46 128.20 Cum 6854.00

2 For cutting edge 1 3.142 8.33 0.33 0.30 2.59

1 1.571 8.33 0.33 0.55 2.38

4.97 8105.50 Cum 40284.00

3 ISA 100x100x10 2 3.142 8.65 14.90 809.91 50.92 kg 41237.00

MS Plate 200 x 10mm 1 3.14 8.65 15.70 426.70 50.92 kg 21726.00

4 From 0.00m to 2.00m 1 2.00 2.00 59250.00 Cum 59250.00

From 2.00m to 4.00m 1 2.00 2.00 74062.50 Cum 74063.00

From 4.00m to 6.00m 1 2.00 2.00 88875.00 Cum 88875.00

From 6.00m to 8.00m 1 2.00 2.00 103687.50 Cum 103688.00

5 Below GL 1 3.140 8.25 0.20 8.00 41.45 14869.20 Cum 616328.00

Above GL 1 3.140 8.25 0.20 0.50 2.59 14869.20 Cum 38511.00

VRCC (1:1.5:3) MIX using 20mm HBG chips using required quantity of steel per cum. Of concrete including all labour charges etc. complete.

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Abstract and Detailed Estimate of Infiltration well for Kotapally Mandal

Earth work 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 delterious material and disposal up to a lead of 50mn dressing of sides and botton and backfilling in trenches with escavated suitable material as per technical specification 305 MORD/304 MORTH

VRCC (1:1.5:3) MIX using 20mm HBG chips using required quantity of steel per cum. Of concrete including all labour charges etc. complete.

S/F of cutting edge for infiltration well of internal diameter of 4.00mts welded with 2 Nos of ISA 10010010 mm angles and 1 No 200*10m MS plate including welding charges etc. complete.

Well sinking in snd and other loose soils under water either by manual labour, divers or dredgers, weighing the top of the steaning to assest sinking etc.

including dewatering and other charges such as hire charges for mechanical

equipment etc complete.

(15)

S.No. Description Nos. L B D Qty. Rate Unit Amount 6

Cover slab 1 0.790 8.50 8.50 0.20 11.42 16392.90 Cum 187207.00

7 5.00 51392.60 MT 256963.00

8 Provision for manhole cover of size

1.20m x 0.90m L S 2000.00

9 S/F of PVC pipes for weep holes 50mm

dia 6kg/sqcm 400 51 Rmt 20400.00

10 Provision for unforeseen items if any. LS 42614.00

Total 1600000.00

16.00 Asst Exe. Engineer Dy Executive Engineer

TDWSP (Mancherial Grid) TDWSP (SD : Mancherial Grid)

ExecutiveE ngineer

TDWSP (Division: Mancherial Grid) Superintending Engineer TDWSP Circle Nirmal VRCC (1:1.5:3) MIX using 20mm HBG chips using required quantity of steel per

cum. Of concrete including all labour charges etc. complete.

Cost and fabrication of steel including bending, binding and olacing at site in position including cost of binding wire fabrication charges

Rs in Lakhs

(16)

S.no Description of item Nos L B D Q Rate/per Amount

1 2 3 4 5 6 7 8 9

1

50 0.4 1.3 0.3 7.80

7.80 128.20 1000.00

Cum 1Cum

2

50 0.4 1.3 1.9 49.40

deduction of pipe volume 39.25 0.3 0.3 0.4 1.41

47.99 9023.04 433016.00

Cum 1Cum

3

1 3838.96

3838.960 51.39 197294.00

Kgs 1Kg

4 Unforseen items

Total 631310.00

Asst.exe. Engineer Dy Executive Engineer

TDWSP Mancherial TDWSP subdivision Mancherial

Executive Engineer Superintending Engineer

TDWSP Mancherial TDWSP Circle Nirmal

SUB ESTIMATE (Anchor Block)

Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.

Supply and placing of the M30 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.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded

(17)

S.no Description of item Nos L B D Q Rate/per Amount

1 2 3 4 5 6 7 8 9

1

50 0.4 1.3 0.3 7.80

7.80 128.20 1000.00

Cum 1Cum

2

50 0.4 1.3 1.9 49.40

deduction of pipe volume 39.25 0.3 0.3 0.4 1.41

47.99 9023.04 433016.00

Cum 1Cum

3

1 3838.96

3838.960 51.39 197294.00

Kgs 1Kg

4 Unforseen items

Total 631310.00

Asst.exe. Engineer Dy Executive Engineer

TDWSP Mancherial TDWSP subdivision Mancherial

Executive Engineer Superintending Engineer

TDWSP Mancherial TDWSP Circle Nirmal

SUB ESTIMATE (Anchor Block)

Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.

Supply and placing of the M30 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.

(18)

Est. cost.Rs. 1000.00 lakhs SL

No Qty Unit Rate per Amount Rs.

1

DI K9 Pipeline

300 mm dia DI K9 Pipes 18910 Rm 4981.75 Rm 942,04,842.32

2 on DI

80 mm Airvalve on 300 mm 35 each 106040.03 Each 37,11,401.00

3

300 mm Isolated valve on 300 mm dia 4 each 154584.93 Each 6,18,339.73

4

on DI

150 mm dia >225-350mm dia line 6 each 73363.46 Each 4,40,180.78

5

631310.00 Each 6,31,310.00 6

LxBxD per 1.00 Km 1000*0.6*1.2 840.00 Cu.m 443.92 3,72,889.88

999,78,963.71

7 21,036.29

1000,00,000.00

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Detailed and Abstract Estimate of Puming Main Description of Item

Construction of pipelines for water supply with Centrifugally Ductile Iron S/S pipes as per IS:12288 :1987 with its amendments and revisions thereon including supply of pipes with rubber gaskets as per IS:8329- 2000 including inside cement mortar lining and outside zinc coating, mechanical joints as per IS:13382-1992 and jiffy joints and as per Technical specifications as per requirements, lowering, laying and jointing of pipes true to alignment and gradient, trench excavation of pipelines as per standard 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 & conveyance of all materials, and labour charges, but excluding CED and taxes for finished pipeline work.

Single Chamber DI Air Valve with Body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions along with construction of Valve chamber

Providing Anchor blocks to pumping main

Blasting in Hard rock for Pipe Lines

As per Sub-Estimate

Sub Total LS for unforeseen items for surge protection Devices

DI D/F Gate valves ( soft Seated ) valves conforming to IS 3896-oart 2-1985 wedge fully rubber lined with EPDM food grade quality and the valve should be of vacuum tight and 100% leak proof with face to face dimensions. All the valves should be with Electrostatic powder caoting both insisde and outside pockets body passages.Drilled as per IS: 1538

(19)

Rs. 1200.0 LAKHS

Sl.N

o. Description of item Nos. L B D Qty Units Rate Per Amount

1 2 3 4 5 6 7 8 9 10 11

1

DI K7

1x1 4110 4110 Rmts 3378.43 Rmt 138,85,331

HDPE PE-100 grade 6kg/sqcm

1x1 2175 2175 Rmts 257.38 Rmt 5,59,797

1x1 5485 5485 Rmts 312.16 Rmt 17,12,213

1x1 9950 9950 Rmts 389.78 Rmt 38,78,301

1x1 705 705 Rmts 631.74 Rmt 4,45,380

1x1 100 100 Rmts 963.38 Rmt 96,338

1x1 85 85 Rmts 1168.87 Rmt 99,354

1x1 3190 3190 Rmts 2142.60 Rmt 68,34,885

1x1 215 215 Rmts 290.49 Rmt 62,456

1x1 1150 1150 Rmts 358.98 Rmt 4,12,825

1x1 525 525 Rmts 457.15 Rmt 2,40,002

1x1 6455 6455 Rmts 616.96 Rmt 39,82,500

1x1 10040 10040 Rmts 2676.97 Rmt 268,76,818

1x1 2406 2406 Rmts 322.46 Rmt 7,75,844

1x1 6280 6280 Rmts 403.51 Rmt 25,34,039

1x1 1410 1410 Rmts 518.81 Rmt 7,31,516

1x1 3160 3160 Rmts 706.03 Rmt 22,31,043

1x1 7591 7591 Rmts 1367.59 Rmt 103,81,371

1x1 675 675 Rmts 1687.26 Rmt 11,38,898

1x1 9415 9415 Rmts 2597.97 Rmt 244,59,904

2

63 mm dia 8 kg/cm2 Pipes 75 mm dia 8 kg/cm2 Pipes 90 mm dia 8 kg/cm2 Pipes

Supply and delivery and fixing of single chamber DI Air valve PN 16 with body and cover in Ductile Iron of grade SG 400/12 or equivalent grade as per IS:3896-part2-1985 and subsequent revisions.All internal parts such as float , shell etc, all cover bolts, of stainless steel, and gaskets and seals of EPDM food grade quality Epoxy powder coating (EP-P) inside and outside colour blue.

Drilled as per IS:1538, including CI Specials to suit the pressure class of pipe. complete for finished item of work but excluding CED and VAT and as specified in Technical specifications. The rates are inclusive of cost and conveyance of all materials and specials and construction of RCC valve chambers with RCC slab and RCC manhole cover with locking arrangements etc, complete for finished item of work, but excluding CED and VAT on valves.

110 mm dia 10 kg/cm2 Pipes 160 mm dia 10 kg/cm2 Pipes 180 mm dia 10 kg/cm2 Pipes

SUB ESTIMATE (PUMPING & GRAVITY MAIN) for Kotapally Mandal

Name of the work :- CPWS Scheme to Venchepally and (09) other habitations in Kotapally Mandal of Adilabad District.

63mm dia 6 kg/cm2 Pipes 75mm dia 6 kg/cm2 Pipes

225 mm dia 10 kg/cm2 Pipes 63 mm dia 10 kg/cm2 Pipes 75 mm dia 10 kg/cm2 Pipes 90 mm dia 10 kg/cm2 Pipes 90mm dia 6 kg/cm2 Pipes

Construction of pipe line for water supply with HDPE pipes as per IS:4984/1995,with its amendments and revisons thereon including supplying of pipes, specials as per requirements, lowering, laying and jointing of pipe lines true to alighnment and gradient, trench excavtion for pipe lines in all soils except Rock requiring blasting and refilling trenches with excavated earth (other than rocky soil and boulders) with watering, tamping and removeing surplus earth from site of work and filling pipe line with water and testing etc., complete. The rates are inclusive of cost & conveyance of all materials and labour charges for finished item of pipe line work and but excluding CED & other taxes.

250 mm dia DI K7 Pipes

125mm dia 6 kg/cm2 Pipes

110 mm dia 8 kg/cm2 Pipes 250 mm dia 8 kg/cm2 Pipes 160mm dia 6 kg/cm2 Pipes 180mm dia 6 kg/cm2 Pipes 250mm dia 6 kg/cm2 Pipes

(20)

DI

80mm dia on 250mm dia line 250 _1x4 ₄ ₄ _No 104420.13 _Each _4,17,681

b) On HDPE Line

40mm dia on 63mm dia HDPE line 63 mm 1x7 7 7 No 89908.81 Each 6,29,362

3

On HDPE line

80mm dia 63 mm 63 mm 1x1 1 1 No 35406.42 Each 35,406

80mm dia 75 mm 75 mm 1x3 3 3 No 35456.41 Each 1,06,369

150mm dia 180 mm 180 mm 1 x 2 2 2 No 64582.11 Each 1,29,164

225mm dia 225mm 225 mm 1x3 3 3 No 90359.17 Each 2,71,078

250mm dia 250mm 250 mm 1x4 4 4 No 123425.65 Each 4,93,703

4

On HDPE line

63-125mm dia line 80 1x8 8 8 No 40316.21 Each 3,22,530

>125-180mm dia line 100 1x3 3 3 No 53220.06 Each 1,59,660

5

631310.00 Each 631310

6

LxBxD per 1.00 Km 1000.00 0.7 1.20 840.00 Cu.m 443.92 Cu.m 372890.00

6 25,36,790

1200,00,000

Dy Executive Engineer TDWSP (SD : Mancherial Grid)

Superintending Engineer TDWSP Circle Nirmal Asst Exe. Engineer

ExecutiveE ngineer TDWSP (Division: Mancherial Grid)

Manafacture, Supply and delivery and fixing of DI D/F Gate Valves (Soft Seated ), PN 16 Resilient seated soft sealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG40/ SG 400/12 or equivalent grade quality as per I.S.3896- part2-1985 and subsequent recisions, wedge fully rubber lined with face toface dimensions as per BS5163-89/IS 14846- 2000/DIN 3202 F4. All the valves should be with Electostatic powder coating both inside and ooutside pocket less body passage.

Drilled as per IS : 1538 , Including Cost of DI valve and Specials, dismantling joint to suit the pressure class of pipe, 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 The rates are inclusive of cost and conveyance of all materials and labour charges for finished item of work The rates are inclusive of cost and conveyance of all materials and labour charges for finished item of work but excluding CED and VAT on Valves.

TDWSP (Mancherial Grid)

As per Sub-Estimate

Manfacture, Supply delivery and fixing of DI (Ductile iron) valves PN 16 confirming to IS 13095-1991 with hand lever below 150mm, with worm gear for 200mm and above for Scour valve arrangement. Two coats of primer suitable for EPOXY PAINTS finish shall be applied to all metal surface and finally two coats of Epoxy paiints. The valves shall be tested for (closed end test) against Hydrostatic test requirement. The operation can be done woth hand wheel/cap , ISI marked . The arrangement shall include dismantling jjoint to suit the pressure class of pipe, construction of 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 for finished item of work, but excluding CED and VAT on Valves.

LS for items souch as \ Blasting, CI pipe lines in place of PVC/HDPE lines at road crosings, road cutting charges etc., Total Rs.

Providing Anchor blocks to pumping main

Blasting in Hard rock for Pipe Lines

(21)

Capacity of Tank required : 7000.00 KL

Size of sump well: : 51.39561688

Length : 55.00

Breadth : 55.00 8016.25

Side wall height with 0.400 m thick 1.50 m 3.250

Side wall height with 0.300 m thick 1.55 m

Side wall height above GL 0.45 m

Side wall height below GL 2.60m

Top slab thickness 0.125 m

Bottom slab projection 0.60 m

Thickness of bottom slab 0.350 m

Size of bottom slab:

Length : 57.00

Breadth : 57.00

Thickness of CC bed 0.30 m

Beam width 0.30 m

Beam depth (Depth of web) 0.230 m

Dead storage 0.15 m

Free board 0.25m

Inner column size 0.30 0.30 m

C/C spacing between columns 4.51 m

C/C spacing between T-Beams in X direction 4.51m 58.63

C/C spacing between T-Beams in Y direction 4.51m No. of spans ### 4.262

Total No. of columns 144.00 columns in each row 12

No. of monolithic T-Beams in X direction 12 No. of monolithic T-Beams in Y direction 12

Est cost in Rs lakhs 385.00

L B D

1

For sump Fdn. Up to 3m Depth 1x1 57.60 57.60 3.00 9953.28 128.20 1 Cum 12,76,010.00

3 - 6 m Depth 1x1 57.60 57.60 0.25 829.44 164.83 1 Cum 1,36,717.00

2

1x1 57.60 57.60 0.30 995.33 4152.41 1 Cum 41,33,018.00

3

a) Floor slab 1x1 57.600 57.600 0.350 1161.220 8678.68 1 Cum 100,77,857.00

b) Inner columns 1x144 0.300 0.300 2.820 36.547 10471.66 1 Cum 3,82,708.00

c) Beams in X Direction 1x12 55.000 0.300 0.230 45.540 10458.90 1 Cum 4,76,299.00

d) Beams in Y Direction 1x12 51.400 0.300 0.230 42.559 10458.90 1 Cum 4,45,121.00

e) Side wall height with 0.4m thick 1x1 221.600 0.400 1.500 132.960 10594.40 1 Cum 14,08,631.00 f) Side wall height with 0.3m thick 1x1 221.200 0.300 1.550 102.858 11423.80 1 Cum 11,75,029.00

Partition walls 0.30m thick 1x2 55.000 0.300 3.050 100.650 11423.80 1 Cum 11,49,805.00

g) Haunch portion 1x1 219.000 0.250 (0.25/2) 6.844 8632.10 1 Cum 59,078.00

h) Roof slab of 125mm thick 1x1 55.800 55.800 0.125 389.205 11682.70 1 Cum 45,46,965.00

4

Bottom of the sump 1x1 55.000 55.000 - 3025.000

Side walls inside 2x4 55.000 - 3.050 1342.000

Inner Columns 1x144 1.200 - 2.820 487.296

Beams sides 1x12 55.000 0.460 - 303.600

1x12 51.400 0.460 - 283.728

Top slab ceiling 1x1 55.000 55.000 - 3025.000

Deduct for columns portion 1x144 0.300 0.300 - -12.960

8453.664 1449.90 10 Sqm 12,25,697.00 Amount (Rs) Earth work excavation in hard gravelly soils and depositing on bank and disposing off from the site

upto 250m lead . including cost and conveyance of all materials and labour charges etc., complete as per standard specifications.

PCC (1:4:8) 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

M30 design mix 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

Acco-proof Plastering with CM(1:3) prop. 12 mm thick with 2% acco-proof powder including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for sump well

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES (07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Abstract cum detailed estimate for Construction of of 7000 Kl Sump,Head works at Gudipet Abadi

Sl. No Description No. Measurements

Qty. Rate (Rs) per

(22)

5

Side walls Outside above G.Lelvel 1x4 55.600 - 0.450 100.08

Over top slab 1x1 55.800 55.800 - 3113.640

Total 3213.720 1322.10 10 Sqm 4,24,886.00

6

Side wall Outside above GL 1x4 55.600 - 0.450 100.08

Over top slab 1x1 55.800 55.800 - 3113.640

Total 3213.72 1029.90 10 Sqm 3,30,981.00

7 L.S. 60,000.00

8 201.84 51392.60 1 MT 103,72,995.00

9 Provision for RCC phenial as per standard specifications 169 800 Job 1,35,200.00

10 Providing mesh to phenials including all charges 169 300 Job 50,700.00

11 Provision for RCC inside ladder as per the standard specifications 2 5000 Each 10,000.00

12 4 2500 each 10,000.00

13 7000 77 Kl 5,39,000.00

14 LS provision for unforeseen items 73,303.00

Total Rs. 385,00,000.00

Providing of RCC Design railing of 65mm Thick including cost and conveyance of all materials and labour charges etc., complete

Provision towards cost of steel and Fabrication charges of steel

Supply and fixing of DI man hole cover with frame of size 0.6 x 0.6m as per standard specification

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

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

Testing of Water tightness of the strucutre

(23)

Capacity of Tank required : 1500.00

Size of sump well: : 20.701967

Length : 23.00

Breadth : 23.00 1587

Side wall height with 0.40m thick 1.60m 1.750

Side wall height with 0.30m thick 2.00m

Side wall height above GL 2.60m

Side wall height below GL 1.00 m

Top slab thickness 0.150m

Bottom slab projection 0.60m

Thickness of bottom slab 0.450m

Length : 25.00

Breadth : 25.00

Thickness of CC bed 0.30m

Beam width 0.30m

Beam depth (Depth of web) 0.250m

Dead storage 0.15m

Free board 0.45m

Inner column size 0.30 0.30m

C/C spacing between columns 4.00m

C/C spacing between T-Beams in X direction 4.00m

C/C spacing between T-Beams in Y direction 4.00m No. of spans 6

Total No. of columns 25.00 columns in each row 5

No. of monolithic T-Beams in X direction 5 No. of monolithic T-Beams in Y direction 5

Est cost in Rs lakhs 95.00

L B D

1

For GLBR Fdn. Up to 2m Depth 1x1 25.00 25.00 1.75 1093.75 128.20 1 Cum 1,40,219

2

1x1 25.00 25.00 0.30 187.50 4152.41 1 Cum 7,78,577

3

a) Floor slab 1x1 25.000 25.000 0.450 281.250 8632.10 1 Cum 24,27,778

b) Inner columns 1x25 0.300 0.300 3.350 14.774 10425.08 1 Cum 1,54,020

c) Beams in X Direction 1x5 23.000 0.300 0.250 12.075 10412.32 1 Cum 1,25,729

d) Beams in Y Direction 1x5 21.500 0.300 0.250 11.288 10412.32 1 Cum 1,17,534

e) Side wall 400 mm Thick 1x1 93.600 0.400 1.600 59.904 10594.40 1 Cum 6,34,647

f) Side wall 300 mm Thick 1x1 93.200 0.300 2.000 55.920 11423.80 1 Cum 6,38,819

g) Haunch portion 1x1 91.000 0.250 (0.25/2) 2.844 8632.10 1 Cum 24,550

h) Roof slab (Dome 150 mm) 1x1 23.800 23.800 0.150 84.966 13677.60 1 Cum 11,62,131

4

Bottom of the sump 1x1 23.000 23.000 - 529.000

Side walls inside 2x4 23.000 - 3.600 662.400

Inner Columns 1x25 1.200 - 3.350 196.980

Beams sides 1x5 23.000 0.500 - 80.500

Qty. per

Measurements

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Abstract cum detailed estimate for Construction of of 1500 KL GLBR

Sl.N

o. Description No. Rate (Rs) Amount (Rs)

Earth work excavation in hard gravelly soils and depositing on bank and disposing off from the site upto 250m lead . including cost and conveyance of all materials and labour charges etc., complete as per standard specifications.

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

(24)

1x5 21.500 0.500 - 75.250

Top slab ceiling 1x1 23.000 23.000 - 529.000

Deduct for columns portion 1x49 0.300 0.300 - -4.410

2068.720 1449.90 10 Sqm 2,99,944

5

Side walls Outside above G.Lelvel 1x4 23.600 - 2.600 245.44

Over top slab 1x1 23.800 23.800 - 566.440

Total 811.880 1322.10 10 Sqm 1,07,339

6

Side wall Outside above GL 1x4 23.600 - 2.600 245.44

Over top slab 1x1 23.800 23.800 - 566.440

Total 811.88 1029.90 10 Sqm 83,616

7 L.S. 60,000

8 48.70 51392.60 1 MT 25,02,820

9 Provision for RCC phenial as per standard specifications 25 800 Job 20,000

10 Providing mesh to phenials including all charges 25 300 Job 7,500

11 Provision for RCC inside ladder as per the standard specifications 2 8000 Each 16,000

12 4 2595 Each 10,380

13 1500 77 Kl 1,15,500.00

14 L.S. 72,897

Total Rs. 95,00,000

Providing of RCC Design railing of 65mm Thick including cost and conveyance of all

Provision for unforeseen items such as precautions to be taken for uplift condition, refilling the foundation with excavated earth and rock cutting, etc.

Provision towards cost of steel and Fabrication charges of steel

Supply and fixing of man hole cover with frame of size 0.6 x 0.6m as per standard specification (H.D.-35 with 560mm diaclear opening.)

(25)

Size of sump well: :

Internal Dia of the sump : 8.00

: 103.04

Top ring beam( Bredth, Web ) 0.20 0.20

Top Dome thickness 0.100 m

Top Dome Projection 0.000 m

Outer Dia : 8.90 m

Size of Top Dome:

Outer Dia : 8.30 m

Radius of the Dome 6.41 m

Rise of the dome 1.40 m

Thickness of the dome 0.10 m

Dead storage 0.15 m

Free board 0.30 m

Rs: 8.50

L B D

1

For sump Fdn. Up to 2m Depth 1xπ/4 8.90 8.90 2.00 124.42 128.20 1 Cum 15951.00

2m -6 m Depth 1xπ/4 8.90 8.90 0.60 37.33 164.83 1 Cum 6153.00

2

1xπ/4 8.90 8.90 0.30 18.66 4152.41 1 Cum 77484.00

3

a) Floor slab 1xπ/4 8.900 8.900 0.300 18.66 8678.68 1 Cum 161944.00

b) Side wall 150 mm Thick 1xπ 8.150 0.150 2.350 9.03 16551.60 1 Cum 149461.00

c) Haunch portion 1xπ 7.850 0.150 (0.15/2) 0.28 8632.10 1 Cum 2417.00

d) Dome 2xπ 6.41 1.400 0.100 5.64 36852.81 1 Cum 207850.00

4

Bottom of the sump 1xπ/4 8.000 8.000 - 50.27

Side walls inside 2xπ 8.075 - 2.500 126.84

Top dome ceiling 2xπ 0.000 0.000 - 0.00

177.11 1449.90 10 Sqm 25679.00

5

Side walls Outside 1xπ 8.300 - 0.600 15.65

Over dome 2xπ 0.000 0.000 - 0.00

Total 15.65 1322.10 10 Sqm 2069.00

Amount (Rs) Earth work excavation with an initial lead of 10m and lift of 2m in hard gravelly soils

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

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Abstract cum detailed estimate for Construction of 100 KL Sump

Est. cost (In Lakhs)

Sl.

No. Description No. Measurements

Qty. Rate (Rs) per

5/32

(26)

L B D Amount (Rs) Sl.

No. Description No. Measurements

Qty. Rate (Rs) per

6

Side wall Outside above GL 1xπ 8.300 - 0.600 15.65

Over top dome 2xπ 0.000 0.000 - 0.00

Total 15.65 1029.90 10 Sqm 1612.00

7 1 Job 5000.00

8 3.10 51392.60 1 MT 159317.06

9 1 800.0 Job 800.00

10 1 300.0 Job 300.00

11 1 5000.0 Each 5000.00

12 1 2500.0 each 2500.00

13 100 77 Kl 7,700.00

14 L.S. 18763.00

Total Rs. 850000.00

Supply and fixing of CI light type man hole cover with frame of size 0.6 x 0.6m as per standard specification

Provision for unforeseen items such as refilling the foundation with excavated earth and rock cutting, etc.

Provision towards cost of steel and Fabrication charges of steel Provision for RCC central phenial as per standard specifications Providing mesh to phenials including all charges

Provision for RCC inside ladder as per the standard specifications

6/32

(27)

Size of sump well: :

Internal Dia of the sump : 6.00

: 60.79

Top ring beam( Bredth, Web ) 0.20 0.20

Top Slab thickness 0.125 m

Top Dome Projection 0.000 m

Outer Dia : 6.60 m

Size of Top Dome:

Outer Dia : 6.30 m

Radius of the Dome 0.00 m

Rise of the dome 0.00 m

Thickness of the dome 0.125 m

Dead storage 0.15 m

Free board 0.20 m

Est Cost in Rs Lakhs: 5.50

L B D

1

For sump Fdn. Up to 3m Depth 1xπ/4 6.60 6.60 2.10 71.85 Cum 128.20 1 Cum 9,211

Suction pit Depth 3m -6 m Depth 1 4.00 1.30 1.30 6.76 Cum 164.83 1 Cum 1,114

2

1xπ/4 6.60 6.60 0.30 10.26 Cum 973.10 1 Cum 9,984

3

1xπ/4 6.60 6.60 0.30 10.26 Cum 4152.41 1 Cum 42,604

4

a) Floor slab 1xπ/4 6.600 6.600 0.200 6.84 Cum 8678.68 1 Cum 59,362

b) Side wall 150 mm Thick 1xπ 6.150 0.150 2.350 6.81 Cum 16551.60 1 Cum 1,12,716

Suction pit Walls 1x2 5.400 0.150 1.000 1.62 Cum 16551.60 1 Cum 26,814

c) Haunch portion 1xπ 5.850 0.150 (0.15/2) 0.21 Cum 8632.10 1 Cum 1,813

Amount (Rs) 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

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

RCC M30 Grade 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

Abstract cum detailed estimate for Construction of 60 KL Sump at

Sl.N

o. Description No. Measurements

Qty. Rate (Rs) per

7 of 32

(28)

L B D Amount (Rs) Sl.N

Qty. Rate (Rs) per

d) Top ring beam 1xπ 6.200 0.200 0.200 0.78 Cum 10412.30 1 Cum 8,122

e) Top Slab-150 mm thick 1xπ 6.300 6.300 0.125 3.90 Cum 30785.76 10 Sqm 12,006

5

Bottom of the sump 1xπ/4 6.000 6.000 - 28.27

Side walls inside 2xπ 6.075 - 2.500 95.43

Top dome ceiling 2xπ 6.300 6.300 - 249.38

373.08 Sqm 1449.90 10 Sqm 54,093 6

Side walls Outside 1xπ 6.300 - 0.900 17.81

Over dome 2xπ 6.300 6.300 - 249.38

Total 267.19 Sqm 1322.10 10 Sqm 35,325

7

Side wall Outside above GL 1xπ 6.300 - 0.900 17.81

Over top dome 2xπ 6.300 6.300 - 249.38

Total 267.19 Sqm 1029.90 10 Sqm 27,518

8 PR 3,000

9 1.50 MT 51392.60 1 MT 77,089

10 Provision for RCC central phenial as

per standard specifications 1 Job 800.0 Job 800

11 Providing mesh to phenials including

all charges 1 Job 300.0 Job 300

12 Provision for RCC inside ladder as per

the standard specifications 2 No 5000.0 Each 10,000

13 Provision for CI Specials 1 Job 15000.0 1 Job 15,000

14

Supply and fixing of CI light type man hole cover with frame of size 0.6 x 0.6m as per standard specification

1 No 2500.0 each 2,500

15 60 Kl 77 1 Kl 4620

16

Provision for unforeseen items such as refilling the foundation with excavated earth and rock cutting, etc.

L.S. 36,009

Total Rs. 5,50,000

8 of 32

(29)

L B D Amount (Rs) Sl.N

Qty. Rate (Rs) per

9 of 32

~timated cost for these components. The same may be used for ten ering purpose. If any

----

Please find here with the DPR duly vetted by WAPCOS Ltd for the purpose of tendering by the Department. In respect of reservoirs, the designs are not furnished by department. Hence

~for arriving the cost, WAPCOS has prepared the desi ns and accordingly a-;Tv.ed at the

~timated cost for these components. The same may be used for ten ering purpose. If any

~Jf' changes are found during the execution, the same will be incorporated in the detailed designs, A

detailed estimates furnished by the contractor which will be

subsequently vetted by

WAPCOS. ~

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WAPCOS LIMITED

\ S 11$ ·No.WAP/HYDrrDWSP/DPRl2015/~ ":>3& .

~\'I\ To

The Chief Engineer, TDWSP,

Hyderabad

Dt: 22.07.2015

Sub: Vetting of DPR's for TDWSP Govt. of Telangana - Yellampally - Mancherial segment of Adilabad District -Segment- No 23- reg.

Ref: Agg. No. Lr. No. AEEl/DEE TDWSP plg2/RWS&S/2015 dt. 3.7.2015 Sir,

'-"

Yours Sincerely,

Dr.

Project Director

~

~-~

Estimate Cost: in Rs. 0.00 Crores

Sl.N

o Description of item Qty Unit Rate Per Amount

1 Kotapally Mandal

i) Clear Water Pumpsets ( As Per Design ) 180 HP 0.11 Sub Est 19.80

ii) Construction of 90KL OHBRs (as Per Estimate) 1 No. 86.00 Sub Est 86.00 iii) Providing Gravity Main (as Per Estimate) 75122 Rmt 1200.00 Sub Est 1200.00 iv) Providing Pumping Main (as Per Estimate) 18910 Rmt 1000.00 Sub Est 1000.00

vi) C/o. Infiltation Well (as Per Estimate) 1 No. 16.00 Sub Est 16.00

vii)

Providing connecting main cum infiltration gallery from Additional Intake wells to Existing Infiltration well (As per Sub Estimate)

1 No. 27.00 Sub Est 27.00

Total 2348.80

-

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Phase II - Mancherial Segment Rates: As per SSR 2014-15

GENERAL ABSTRACT OF (KOTAPALLY MANDAL)

Est Cost Rs 27.00 Lakhs

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

1

IW to Collection well

Bed Level to 3.00m depth 1 150.00 3.50 3.00 1575.00 Cum 128.20 1Cum 2,01,915.00 Bed Level to 3.00m to 6.00 depth 1 150.00 3.50 3.00 1575.00 Cum 164.83 1Cum 2,59,607.00 2

c) 6.00 to 8.00 m deep under water 1 150.00 2.00 3.00 900.00 Cum 1326.00 1Cum 11,93,401.00 3

SSR P.No.23 (PH Items) 1 150.00 150.00 Mts 3739.00 Rmt 5,60,850.00

4

1 60.00 60.00 Mts 333.00 No 19,980.00

5

1 150.00 150.00 Mts 348.80 No 52,320.00

6

Excavation (total) 4050.00

Deduct pipe portion 1 150.00 0.6 0.60 -42.34

Net qty 4092.34 Cum 98.95 Cum 4,04,937.00

7 6,990.00

27,00,000.00

Dy Executive Engineer TDWSP (SD : Mancherial Grid)

Superintending Engineer TDWSP Circle Nirmal Manufacture, supply and delivery of Rubber rings to suit R.C.C socket and Spigot

pipes conforming to b.I.S 5382/1985 (rate per each rubber ring) including transportation but excluding taxes and duties the rubber rings shall be tested at the factory premisees conforming to BIS 5382/1985 NP3 700 mm dia for connecting main including all taxes etc. complete.

Asst Exe. Engineer TDWSP (Mancherial Grid)

ExecutiveE ngineer TDWSP (Division: Mancherial Grid) L S Provision for unforseen items

Refilling with excavated sand including cost and conveyance of all materials and labour charges etc. complete.

NAME OF THE WORK :: PROVIDING DRINKING WATER TO MANCHERIAL AND CHENNUR ASSEMBLY CONSTITUENCIES ( 07 MANDALS AND 02 MUNCIPALITIES) IN ADILABAD DISTRICT

Sub work: Laying of connecting main to Intake Well SUB-ESTIMATE (CONNECTING MAIN)

Earth work excavation and depositing on bank with initial lead of 10mtrs and initial lift of 2m in sand or loose soils, wet soils not under water

Excavation of trenches for infiltration galleries, syphon lines and connecting mains in all soils under water including all leads, lifts, shoring, strutting, bailing out water and removal of shoring and strutting materials, after completion of pipe line work.

Manufacture, supply and delivery of the following sizes of 700mm dia RCC NP3 class S/S pipes for connecting main including 1rm cost of collars and all taxes etc.

complete.

Estimate Cost Rs in Lakhs: 133.00

L B D

1

;.0 ^~,W