SPECIFICATION REPORT Project cost Rs 197 Crores

FOR TELANGANA WATER SUPPLY PROJECT TO SIRCILLA, VEMULAWADA & CHOPPADANDI ASSEMBLY CONSTITUENCIES IN KARIMNAGAR DIST

SPECIFICATION REPORT Project cost Rs 197 Crores

Geography:

In Sircilla assembly cosntituency there are 4 mandal namely Sircilla, Yellareddypet, mustabad and Gambhiraopet and one muncipality at Sircilla. The total population of the constituency is 301693 as per 2011 census in which rural population if 218350 and urban population if 83186. The vemulawada constituency is having 4 mandal namely Vemulawada, Konaraopet, Chandurthy & Kathlapur and one muncipality at Vemulawada. The total population of the Vemulwada constituency is 209028 which in cludes rural population of 2,26,632 and urban population of 33706. The Choppadandi constituency is having 5 mandal namely Boinapalli, Kodimial, Maliial, Gangadhara & Choppadandi. The total population of the Choppadandi constituency is 230837 . The total population of these 3 constituencies is 786216.

These mandals are having common borders with the Nizambad & Medak Disricts.

The work is administratively sanctioned vide GORT no 82 dated 7-2-2015 of Panchayatraj & Rural developement department

The details of the population of the project are as follows.

Sl.No Constituency Mandal No of Habs

Population

Plain SC ST Total

1 2 3 4 5 6 7 8

1 Sircilla Gambhiraopet 36 35139 9808 1931 46878

2 Sircilla Musthabad 28 33405 9565 1247 44217

3 Sircilla Sircilla 49 48195 10443 1989 60627

4 Sircilla Yellareddypet 35 39536 12240 8357 60133

5 Vemulawada Chandurthy 29 35336 7517 958 43811

6 Vemulawada Kathlapoor 18 38901 4640 445 43986

7 Vemulawada Konaraopet 32 28491 9814 2552 40857

8 Vemulawada Maidipally 26 43962 6664 583 51209

9 Vemulawada Vemulawada 54 35969 9909 891 46769

10 Choppadandi Boinapalli 31 29641 9338

261 39240

11 Choppadandi Choppadandi 27 39110 11751 427 51288

12 Choppadandi Kodimial 31 34534 8204 947 43685

13 Choppadandi Malyala 29 39690 7562 121 47373

14 Choppadandi Gangadhara ^{45 40851 8196 204 49251}

Total 470 522760 125651 20913 669324

Muncipalities

Constituency Muncipality

No of

Muncipalities Population

1 Sicilla Sicilla 1 83186

2 Vemulawada Vemulawada 1 33706

2 116892

Social activities

In Sircilla large number of Waver community people are being. At present number of small scale industries are prevailing. The Government has started a textile park in the Sircilla constituency to accommodate power loom industry. A large no of industries are likely to be started in the area to supply water and 10 % of the total requirement is proposed towards the industrial requirement for the proposed industries by the TSIIC & Industries department

Further in Sircilla many educational institutions are also proposed. At present there is an old polytechnic is functioning. The vemulawada town & Kondagattu are pilgrimage centre for hindu community. Large No of devotees will be coming to the temple daily. For muncipalities namely Sicilla & vemulawada have considered these floating demands are considered.

Need of the project:

In these mandals, at present Water supply schemes are having mainly bore wells as their sources. In summer most of the sources are becoming either dry or turning to lesser yields due to poor water bearing capacity of the soil. As such the people are facing acute shortage of water right from February every year. During every summer and rainy seasons numerous cases of water born dieseases like GE and diahhrea are being reported. In the recent years high fluoride nearly 3-4 mg/liter has been found in the drinking water sources of many villages. Due to this reason many people are facing dental and skeletal flourosis. Further in many villages high calcium content in the drinking water sources has been found which is leading to cardiac problems. Most of the people in these mandals are backward, SC and ST and are very poor people. To provide safe treated drinking water the project is very much necessary.

Water Source of the Project

constructed at Cheerlavancha village named as mid maner dam project. The total capacity of the irrigation reservoir is 25.873 TMC. The dead storage of he project is 6.23 TMC. As surface water is abundant, the water can be proposed as source in place of ground water. A CPWS scheme is proposed as water grid on the Mid maner dam to cater the needs of 3 constituencies of population 567371 which includes 470 villages and 2 municipalities. In the design consideration future requirement of Industries is considered. The total requirement of the proposed drinking water project for is 1.249 TMC which include urban population, rural population and industrial requirement. The dam reservoir can feed the proposed CPWS Scheme in all seasons.

Plan of the project

The project is designed with clear water requirement as 100 LPCD in rural area and 135 LPCD in Urban area. Annual Population growth is considered as 0.80% on rural area and 2% Urban area . The raw water requirement is adopted as 105 LPCD to Rural area and 142 LPCD in Urban area with 22 hours pumping time. The project is designed for base year 2018 and prospective population considered for 15 years ( on 2033) and ultimate population is designed for 30 years i.e on 2048 year.

The Water is planned to collect directly from Midmaner dam by providing a sluice gate. It will be pumped from Mid maner dam site to the Head works at Agraharam village in Vemulwada mandal. The mid Maner Project is under construction. So it is proposed to put an MS pipe to draw water from the dam directly and put a common hear out side the dam site and collect water from there to pump to Head works. The water will be filtered through Rapid sand filter beds and will be collected in clear water sump at Head works. The water will be Collected in a clear water sump and will be pumped to Ramappagutta (RL 500 M) . Form Here the water will be pumped to Ramappagutta (RL 503 m) and will be supplied to High elevated mandals namely Yellareddypet , Gambhiraopet, Mustabad, Chandurthy, kathlapur, Medipalli & Konaraopet. An another OHBR is proposed On Marupakagutta to supply water to Vemulawada & Siricilla mandal and Muncipalities.

In Gambhiraopet One old scheme is Existing on Upper maner dam as source. At present the Scheme is completion stage and water will be released to 38 habitations out of the total planned villages of 55 in Gambhiraopet & Musabad Mandals . Now The CPWS Scheme is proposed to raise to the grid standards.

Further is also proposed that to economise the Villages namely Kollamaddi, Kothapalli, Lingannapet and

villages on route from Lingannapet to Mustabad are restricted to the CPWSS Gambhiraopet. The

balance are proposed on the Telangana water grid-14 . As the source of the existing scheme is a small

project with total capacity of 2.50 TMC it is linked with the grid at Lingannapet village so that there is no interruption of water at any point of time.

In Sircilla muncipality at present 65 LPCD is provided hence balance requirement is proposed. For Vemulawada Muncipality 135 LPCD is proposed.

The components in the estimate are proposed as follows Components proposed in the estimate

1. Collection well in Mid Maner reservoir near Rudravaram village which is designed for Sircilla

& Koratla segments

2. Pumping main form the Intake well to Head works with 1200 mm dia MS pipe for 10.50 KM length

3. Rapid sand filter beds of 120 MLD Capacity at Agraharam village in Vemulawada mandal.

4. Clear water sump of 12500 Liter capacity at Head works with a pump house of 32x12 m size.

5. At Intake well VT pumps are proposed with positive suction at out side the dam site and in the other pumping stations also HSC pump are proposed.

6. LS provision is incorporated for electrical power supply, road crossings , Canal crossings, land acquisition, Forest permissions and other unforeseen items.

7. 5% for VAT and 1% for CESS

The Estimate is prepared as per the 2014-15 SSR Rates. The project cost is worked out to Rs 197 crores for and submitted for technical sanction.

Asst Engineer Dy Executive Engineer RWS&S Water grid RWS&S Sub division Sircilla

Executive Engineer Superintending Engineer

RWS&S Division karimnagar RWS&S Circle Karimnagar

Rates: As per SSR 2014-15 Estimate Cost: in Rs 197 Crores

Sl.No Description of item Qty Rate Per Amount in

crores

1 Providing Intake well 47x12 m size rectangulat

type at Rudravaram 1 No 20.23 As per sub-Est 20.23

2

Excavation of water lead channel of 2.2 Km long and construction of earthen bund to approach the IN take well

1 Job 8.95 As per sub-Est 8.95

3 Foot bridge of 8.60 m wide and 160 m long 1 No 4.00 As per sub-Est 4.00

4 Construction of plat form 35x 70 m with 7 m

height for Sub station and yard 1 No 4.91 As per sub-Est 4.91

5

Providing of vertical turbine pump sets at Intake well (3x950 HP) ( 2 working+ 1 stand by) with a total Discharge of 86030 LPM and head of 74 meters

2850 HP 0.0011 HP 3.135

6 Pumping mains with 1400 dia MS pipes 12 mm

thick with 10.50 KM long 1 No 0.00 As per sub-Est 41.30

7 Rapid sand gravity filter beds of 120 MLD

capacity including compound wall 1 Each 40.35 As per sub-Est 40.348

8 Sump to collect clear water at Head works

12500 KL at GL 1 No 8.05 As per sub-Est 8.05

9 positive Suction pump room at Head works 1 No 2.35 As per sub-Est 2.35

Sub total 133.273

10 Provision for TOT/VAT @5% 6.66365

11 Labour cess 1% 1.33273

12 Provision for QC @1% 1.33273

13 Provision for CED 14% 6.99

14 Provision for Transformer yard L.S 7.371

15 Provision for Dedicated power supply L.S 24.57

16 Provision for Sub station L.S 5.00

17 Provision for Land aquisation L.S 2.00

18 Provision for SCADA L.S 2.00

19 Provision for prive variations, unforeseen items L.S 6.46689

Grand total 197.00

Crores

Asst Engineer Dy Executive Engineer

RWS water grid Sircilla RWS&S Sircilla

Executive Engineer Superintending Engineer

RWS&S Division ; Karimnagar RWS&S Circle: Karimnagar

GENERAL ABSTRACT

Estimate Cost in Rs( Crores): 20.23 47.00 12.00

Sl. Description No. Qty. Rate Amount

No. L B D (Rs) (Rs)

1

For Intake well in gravelly soils to Transport to 3 km Distanace

313-309 1.00 74.00 49.00 4.00 14504.00

309-305 1.00 71.00 41.00 4.00 11644.00

305-301 1.00 68.00 33.00 4.00 8976.00

35124.00 Cum 91.80 1 Cum 32,24,383

2 Hard rock requiring blasting but don’t need stacking and transporting to a lead of 3 km distance.

301-297 1.00 60.00 25.00 4.00 6000.00

297-293.2 1.00 52.00 17.00 3.80 3359.20

9359.20 Cum 641.88 1 Cum 60,07,483

3

293-294 Level 1.00 52.00 17.00 0.30 265.20 Cum 5717.21 1 Cum 15,16,204

4

a Raft slab below 19 m

at Level (293-294 m level) 1.00 49.00 17.00 0.50 416.50 Cum 8165.88 1 Cum 34,01,089

b Baffle walls 200 mm thick

300-299 9.00 8.00 0.20 1.00 14.40 Cum 12448.79 1 Cum 1,79,263

299-298 9.00 8.00 0.20 1.00 14.40 Cum 12490.97 1 Cum 1,79,870

298-297 9.00 8.00 0.20 1.00 14.40 Cum 12533.15 1 Cum 1,80,477

297-296 9.00 8.00 0.20 1.00 14.40 Cum 12575.33 1 Cum 1,81,085

296-295 9.00 8.00 0.20 1.00 14.40 Cum 12617.51 1 Cum 1,81,692

295-294 9.00 8.00 0.20 1.00 14.40 Cum 12659.69 1 Cum 1,82,300

b Side wall Below GL

Side wall ( 0-3m BGL ) 313-310 m 1.00 122.00 1.00 3.00 366.00 Cum 8355.05 1 Cum 30,57,948 Side wall ( 3-4m BGL )310-309 m 1.00 122.00 1.00 1.00 122.00 Cum 8397.23 1 Cum 10,24,462 Side wall ( 4-5m BGL ) 309-308 m 1.00 122.00 1.00 1.00 122.00 Cum 8439.41 1 Cum 10,29,608 Side wall (5-6m BGL ) 308-307m 1.00 122.00 1.00 1.00 122.00 Cum 8481.59 1 Cum 10,34,754 Side wall (6-7m BGL )307-306 m 1.00 122.00 1.00 1.00 122.00 Cum 8523.77 1 Cum 10,39,900 Side wall (7-8m BGL )306-305 m 1.00 122.00 1.00 1.00 122.00 Cum 8565.95 1 Cum 10,45,046 Side wall (8-9 m BGL )305-304 m 1.00 122.00 1.00 1.00 122.00 Cum 8608.13 1 Cum 10,50,192 Side wall (9-10m BGL )304-303 m 1.00 122.00 1.00 1.00 122.00 Cum 8650.31 1 Cum 10,55,338 Side wall (10-11m BGL )303-302 m 1.00 122.00 1.00 1.00 122.00 Cum 8692.49 1 Cum 10,60,484 Side wall (11-12m BGL )302-301m 1.00 122.00 1.00 1.00 122.00 Cum 8734.67 1 Cum 10,65,630 Side wall (12-13m BGL )301-300 m 1.00 122.00 1.00 1.00 122.00 Cum 8776.85 1 Cum 10,70,776 Side wall (13-14m BGL ) 300-299 m 1.00 122.00 1.00 1.00 122.00 Cum 8819.03 1 Cum 10,75,922 Side wall (14-15m BGL )299-298 m 1.00 122.00 1.00 1.00 122.00 Cum 8861.21 1 Cum 10,81,068 Side wall (15-16m BGL )298-297 m 1.00 122.00 1.00 1.00 122.00 Cum 8903.39 1 Cum 10,86,214 Side wall (16-17m BGL )297-296 m 1.00 122.00 1.00 1.00 122.00 Cum 8945.57 1 Cum 10,91,360 Side wall (17-18m BGL )296-295 m 1.00 122.00 1.00 1.00 122.00 Cum 8987.75 1 Cum 10,96,506 Side wall (18-19m BGL )295-294 m 1.00 122.00 1.00 1.00 122.00 Cum 9029.93 1 Cum 11,01,651 Earthwork in excavation for structures as per drawing and technical specifications Clause

305.1 including setting out, and bracing, removal of stumps and other deleterious material and disposal upto a lead of 3 km, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Abstract cum detailed estimate for

Construction of Intake well (47x 12 )in the bank of Mid maner project near Rudravaram

Measurements per

PCC (1:2:4) using 20 mm HBG metal including cost and conveyance of all materials and labour charges etc., complete as per standard specifications for foundation for anchoring and levelling course

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 Raft slab

No. L B D (Rs) (Rs) c Side wall Above GL ( 313 - 320 m )

Side wall ( 0-3m AGL ) 313-316 m 1.00 122.00 1.00 3.00 366.00 Cum 8355.05 1 Cum 30,57,948 Side wall (3-4m AGL ) 316-317 1.00 122.00 1.00 1.00 122.00 Cum 8494.13 1 Cum 10,36,284 Side wall (4-5m AGL )317-318 1.00 122.00 1.00 1.00 122.00 Cum 8633.21 1 Cum 10,53,252 Side wall (5-6m AGL ) 318-319 m 1.00 122.00 1.00 1.00 122.00 Cum 8772.29 1 Cum 10,70,219 Side wall (6-7m AGL ) 319-320 m 1.00 122.00 1.00 1.00 122.00 Cum 8911.37 1 Cum 10,87,187

D Columns (outer wall) (1.33x1.5 m) Below GL

Below GL 0-3 m depth (313-310) 22.00 1.330 1.50 3.00 131.67 Cum 9159.80 1 Cum 12,06,071 Below GL 3-3.66 m depth( 310-309 ) 22.00 1.330 1.50 0.66 28.97 Cum 9201.98 1 Cum 2,66,581 Below GL 3.66-4 m depth( 310-309 ) 22.00 1.330 1.50 0.34 14.92 Cum 10579.08 1 Cum 1,57,840 Below GL 4-5 m depth (309-308) 22.00 1.330 1.50 1.00 43.89 Cum 10621.26 1 Cum 4,66,167 Below GL 5-6 m depth (308-307) 22.00 1.330 1.50 1.00 43.89 Cum 10663.44 1 Cum 4,68,018 Below GL 6-7 m depth (307-306) 22.00 1.330 1.50 1.00 43.89 Cum 10705.62 1 Cum 4,69,870 Below GL 7-8 m depth (306-305) 22.00 1.330 1.50 1.00 43.89 Cum 10747.80 1 Cum 4,71,721 Below GL 8-9 m depth (305-304) 22.00 1.330 1.50 1.00 43.89 Cum 10789.98 1 Cum 4,73,572 Below GL 9-10 m depth (304-303) 22.00 1.330 1.50 1.00 43.89 Cum 10832.16 1 Cum 4,75,424 Below GL 10-11 m depth (303-302) 22.00 1.330 1.50 1.00 43.89 Cum 10874.34 1 Cum 4,77,275 Below GL 11-12 m depth(302-301) 22.00 1.330 1.50 1.00 43.89 Cum 10916.52 1 Cum 4,79,126 Below GL 12-13 m depth (301-300) 22.00 1.330 1.50 1.00 43.89 Cum 10958.70 1 Cum 4,80,977 Below GL 13-14 m depth(300-299) 22.00 1.330 1.50 1.00 43.89 Cum 11000.88 1 Cum 4,82,829 Below GL 14-15 m depth(299-298) 22.00 1.330 1.50 1.00 43.89 Cum 11043.06 1 Cum 4,84,680 Below GL 15-16 m depth(298-297) 22.00 1.330 1.50 1.00 43.89 Cum 11085.24 1 Cum 4,86,531 Below GL 16-17 m depth(297-296) 22.00 1.330 1.50 1.00 43.89 Cum 11127.42 1 Cum 4,88,382 Below GL 17-18 m depth (296-295) 22.00 1.330 1.50 1.00 43.89 Cum 11169.60 1 Cum 4,90,234 Below GL 18-19 m depth(295-294) 22.00 1.330 1.50 1.00 43.89 Cum 11211.78 1 Cum 4,92,085

e COLUMNS (OUTER WALL ) ABOVE GL Columns size 1.50x1.33 m )

above GL 0-3 m height (313-316) 22.00 1.330 1.50 3.00 131.67 Cum 9159.80 1 Cum 12,06,071 above GL 3-3.66 m height (316-317) 22.00 1.330 1.50 0.66 28.97 Cum 9298.88 1 Cum 2,69,389 above GL 3.66-4 m height (316-317) 22.00 1.330 1.50 0.34 14.92 Cum 10675.98 1 Cum 1,59,286 above GL 4-5 m height (317-318) 22.00 1.330 1.50 1.00 43.89 Cum 10815.06 1 Cum 4,74,673 above GL 5- 6 m height (318-319) 22.00 1.330 1.50 1.00 43.89 Cum 10954.14 1 Cum 4,80,777 above GL 6-7 m height (319-320) 22.00 1.330 1.50 1.00 43.89 Cum 11093.22 1 Cum 4,86,881

f Columns above Pump floor level (on periperi only)

above GL 7-8 m height (320-321) 22.00 0.750 0.60 1.00 9.90 Cum 11232.30 1 Cum 1,11,200 above GL 8-9 m height (321-322) 22.00 0.750 0.60 1.00 9.90 Cum 11371.38 1 Cum 1,12,577 above GL 9-10 m height (322-323) 22.00 0.750 0.60 1.00 9.90 Cum 11510.46 1 Cum 1,13,954 above GL 10-11 m height (323-324) 22.00 0.750 0.60 1.00 9.90 Cum 11649.54 1 Cum 1,15,330 above GL 11-12 m height (324-325) 22.00 0.750 0.60 1.00 9.90 Cum 11788.62 1 Cum 1,16,707 above GL 12-13 m height (325-326) 22.00 0.750 0.60 1.00 9.90 Cum 11927.70 1 Cum 1,18,084 above GL 13-14 m height (326-327) 22.00 0.750 0.60 1.00 9.90 Cum 12066.78 1 Cum 1,19,461 above GL 14-15 m height (327-328) 22.00 0.750 0.60 1.00 9.90 Cum 12205.86 1 Cum 1,20,838 above GL 15-16 m height (328-329) 22.00 0.750 0.60 1.00 9.90 Cum 12344.94 1 Cum 1,22,215 above GL 16-17 m height (329-330) 22.00 0.750 0.60 1.00 9.90 Cum 12484.02 1 Cum 1,23,592 above GL 18-19 m height (330-331) 22.00 0.750 0.60 1.00 9.90 Cum 12623.10 1 Cum 1,24,969 above GL 19-20 m height (331-332) 22.00 0.750 0.60 1.00 9.90 Cum 12762.18 1 Cum 1,26,346

g Columns (inner) Below GL (1.00 x0.45 m)

Below GL 0-3 m depth (313-310) 18.00 1.050 0.45 3.00 25.52 Cum 9159.80 1 Cum 2,33,758 Below GL 3-.66 m depth( 310-309 ) 18.00 1.050 0.45 0.66 5.61 Cum 9201.98 1 Cum 51,623 Below GL 3.66-4 m depth( 310-309 ) 18.00 1.050 0.45 0.34 2.89 Cum 10579.08 1 Cum 30,574 Below GL 4-5 m depth (309-308) 18.00 1.050 0.45 1.00 8.51 Cum 10621.26 1 Cum 90,387 Below GL 5-6 m depth (308-307) 18.00 1.050 0.45 1.00 8.51 Cum 10663.44 1 Cum 90,746 Below GL 6-7 m depth (307-306) 18.00 1.050 0.45 1.00 8.51 Cum 10705.62 1 Cum 91,105 Below GL 7-8 m depth (306-305) 18.00 1.050 0.45 1.00 8.51 Cum 10747.80 1 Cum 91,464 Below GL 8-9 m depth (305-304) 18.00 1.050 0.45 1.00 8.51 Cum 10789.98 1 Cum 91,823 Below GL 9-10 m depth (304-303) 18.00 1.050 0.45 1.00 8.51 Cum 10832.16 1 Cum 92,182 Below GL 10-11 m depth (303-302) 18.00 1.050 0.45 1.00 8.51 Cum 10874.34 1 Cum 92,541 Below GL 11-12 m depth(302-301) 18.00 1.050 0.45 1.00 8.51 Cum 10916.52 1 Cum 92,900 Below GL 12-13 m depth (301-300) 18.00 1.050 0.45 1.00 8.51 Cum 10958.70 1 Cum 93,259 Below GL 13-14 m depth(300-299) 18.00 1.050 0.45 1.00 8.51 Cum 11000.88 1 Cum 93,617 Below GL 14-15 m depth(299-298) 18.00 1.050 0.45 1.00 8.51 Cum 11043.06 1 Cum 93,976 Below GL 15-16 m depth(298-297) 18.00 1.050 0.45 1.00 8.51 Cum 11085.24 1 Cum 94,335 Below GL 16-17 m depth(297-296) 18.00 1.050 0.45 1.00 8.51 Cum 11127.42 1 Cum 94,694 Below GL 17-18 m depth (296-295) 18.00 1.050 0.45 1.00 8.51 Cum 11169.60 1 Cum 95,053 Below GL 18-19 m depth(295-294) 18.00 1.050 0.45 1.00 8.51 Cum 11211.78 1 Cum 95,412

47.00 12.00

Sl. Description No. Qty. Rate Amount

No. L B D (Rs) (Rs)

Measurements per

h Middle COLUMNS ABOVE GL (size 1.00x0.45)

above GL 0- 3 m height (313-316) 18.00 1.050 0.45 3.00 25.52 Cum 9159.80 1 Cum 2,33,758 above GL 3-3.66 m height (316-317) 18.00 1.050 0.45 0.66 5.61 Cum 9298.88 1 Cum 52,167 above GL 3.66-4 m height (316-317) 18.00 1.050 0.45 0.34 2.89 Cum 10675.98 1 Cum 30,854 above GL 4-5 m height (317-318) 18.00 1.050 0.45 1.00 8.51 Cum 10815.06 1 Cum 92,036 above GL 5- 6 m height (318-319) 18.00 1.050 0.45 1.00 8.51 Cum 10954.14 1 Cum 93,220 above GL 6-7 m height(319-320) 18.00 1.050 0.45 1.00 8.51 Cum 11093.22 1 Cum 94,403 i STRUCT BEAMS

Struct beams ( Below GL at m depth /298 mlevel)

LW side 2.00 47.00 0.45 0.75 31.73

CW side 9.00 12.00 0.45 0.75 36.45

Deduct column- beam Junction -18.00 0.45 0.45 0.75 -2.73

65.45 Cum 12914.86 1 Cum 8,45,278

Struct beams ( Below GL at m depth /302 mlevel)

LW side 2.00 47.00 0.45 0.75 31.73

CW side 9.00 12.00 0.45 0.75 36.45

Deduct column- beam Junction -18.00 0.45 0.45 0.75 -2.73

65.45 Cum 12746.14 1 Cum 8,34,235

Struct beams ( Below GL at m depth /306 m level)

LW side 2.00 47.00 0.45 0.75 31.73

CW side 9.00 12.00 0.45 0.75 36.45

Deduct column- beam Junction -18.00 0.45 0.45 0.75 -2.73

65.45 Cum 12577.42 1 Cum 8,23,192

Struct beams ( Below GL at 3 m depth / 310 m level)

LW side 2.00 47.00 0.45 0.75 31.73

CW side 9.00 12.00 0.45 0.75 36.45

Deduct column- beam Junction -18.00 0.45 0.45 0.75 -2.73

65.45 Cum 9686.30 1 Cum 6,33,968

Struct beams (Above GL 1 m / 314 m level)

LW side 2.00 47.00 0.45 0.75 31.73

CW side 9.00 12.00 0.45 0.75 36.45

Deduct column- beam Junction -18.00 0.45 0.45 0.75 -2.73

65.45 Cum 9686.30 1 Cum 6,33,968

Struct beams (above GL 5 m / at Level 318 m)

LW side 2.00 47.00 0.45 0.75 31.73

CW side 9.00 12.00 0.45 0.75 36.45

Deduct column- beam Junction -18.00 0.45 0.45 0.75 -2.73

65.45 Cum 9964.46 1 Cum 6,52,174

j Beams at Pump floor level at 320 Level

CW side SB2 9.00 12.00 0.45 0.75 36.45

L Wside SB3 2.00 47.00 0.45 0.75 31.73

Deduct Junctions SB3 & SB2 -18.00 0.45 0.45 0.75 -2.73 Pump support beams SB4 LW side 2.00 47.00 0.50 0.50 23.50 Pump support beams SB4 CW side 18.00 3.55 0.50 0.50 15.98 Deduct Junctions SB4 & SB2 -18.00 0.50 0.45 0.50 -2.03 Deduct Junctions LW & CW of SB4 -36.00 0.50 0.50 0.50 -4.50

98.40 Cum 12965.02 1 Cum 12,75,758 k Slab Pump floor level at 319-320 RL 1.00 50.80 17.00 0.20 172.72

Deduct for pump openings (veried as per the pump set manufactures

specification/ VT pump set column pipe)

-9.00 0.60 0.60 0.20 -0.65

172.07 Cum 8647.95 1 Cum 14,88,053

L Roof slab 330 level 1.00 49.60 14.60 0.15 108.62 Cum 11037.01 1 Cum 11,98,840

m Roof beams

CW side 11.00 13.10 0.45 0.60 38.91

LW side 4.00 49.00 0.45 0.60 52.92

91.83 Cum 12965.02 1 Cum 11,90,578

No. L B D (Rs) (Rs) m Bracket beams to support EOT Crane

328 m level

22.00 0.45 0.45 0.60 2.67 Cum 14077.66 1 Cum 37,587

o

Lintel/ Brace/Tie beams (Column- column) at 3 m above floor level (RL 323 )

LW side 2.00 47.00 0.23 0.45 9.73

CW side 2.00 12.00 0.23 0.45 2.48

Deduct Junctions with columns -18.00 0.23 0.60 0.45 -1.12

11.09 cum 10509.56 1 Cum 1,16,551

p Brace beams (Column-column) at 6 m above floor level (at RL 326 m)

LW side 2.00 47.00 0.23 0.45 9.73

CW side 2.00 12.00 0.23 0.45 2.48

Deduct Junctions with columns -18.00 0.23 0.60 0.45 -1.12

11.09 cum 10926.80 1 Cum 1,21,178

p Brace beams (Column-column) at 6 m above floor level (at RL 329 m)

LW side 2.00 47.00 0.23 0.45 9.73

CW side 2.00 12.00 0.23 0.45 2.48

Deduct Junctions with columns -18.00 0.23 0.60 0.45 -1.12

11.09 cum 11344.04 1 Cum 1,25,805

q

Sun Shades 75 mm thick at Fixed end and 50 mm at free end and 600 mm wide(1.8+0.3

Over Windows 21.00 2.10 0.60 0.063 1.65

Over ventilators 22.00 2.10 0.60 0.063 1.73

3.38 Cum 7398.50 1 Cum 25,007

r Portico slab Loading bay

1.00 5.25 2.40 0.15 1.89 Cum 6304.00 1 Cum 11,915

s portico beams at Portico slab

2.00 2.40 0.30 0.38 0.54

1.00 4.65 0.30 0.30 0.42

0.96 Cum 9686.30 1 Cum 9,299

5

Brick masonry with second class ground mouled well burnt bricks with CM 1:6 with c/c of all the materials and LC etc completed

0-3.66 m height (320-323.66 m)

Alround 1.00 125.08 0.23 3.66 105.29

Deductions

Columns 22.00 0.60 0.23 3.66 -11.11

Beams -11.09

Windows 19.00 1.80 1.20 0.23 -9.44

Loading Bay opening/ Rolling shutter 1.00 4.05 0.23 0.38 -0.35

Net Quantity 73.30 Cum 4723.37 1 Cum 3,46,223

Above 3.66 m

Alround 1.00 125.08 0.23 8.34 239.93

Deductions

Columns 22.00 0.60 0.23 8.34 -25.32

Beams -22.18

Opening for Rolling shutter 1.00 4.05 0.23 1.00 -0.93

Ventilators 20.00 1.80 0.23 0.45 -3.73

Net Quantity 187.77 Cum 4821.13 1 Cum 9,05,263

6

Upto 3.66 m

Inner 1.00 124.16 3.66 454.43

Outer 1.00 126.00 3.66 461.16

Column offsets 44.00 0.52 3.66 83.74

Deductions

Deduct for Windows 21.00 1.80 1.20 -45.36

Opening for Rolling shutter 1.00 3.90 3.66 -14.27

939.70 Sqm 268.76 1 Sqm 2,52,550

Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing.

47.00 12.00

Sl. Description No. Qty. Rate Amount

No. L B D (Rs) (Rs)

Measurements per

Above 3.66 m

Inner 1.00 124.16 8.34 1035.49

Outer 1.00 126.00 8.34 1050.84

Column offsets 44.00 0.52 8.34 190.82

Windows & ventolators 39.00 2.10 0.60 49.14

Sunshade off sets 78.00 0.60 0.06 2.93

Deductions

Ventilators 21.00 1.80 0.45 -17.01

Rollling shutter 1.00 3.90 1.00 -3.90

2308.31 Sqm 278.42 1 Sqm 6,42,680

7

Plastering with CM(1:3) 12 mm thick with c/c of all the materials and LC etc complete for ceiling

1 48.55 13.55 657.85

Sunshade bottoms 39 2.1 0.6 49.14

Roof slab offsets 2 118.92 0.52 123.68

830.67 Sq M 176.23 1 Sq M 1,46,391.00

8

Imperveous Plastering with CM(1:3) 20 mm thick with 2% acco proof power with c/c of all the materials and LC etc complete

Over roof slab 1 49.60 14.60 724.16 Sqm 242.89 1 Sq M 1,75,890.00

9

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

Qty as per plastering 4078.68

Total 4078.68 Sqm 97.03 1 Sqm 3,95,746.00

10

For RCC Structures 1516.00

Drilling of Holes in Rock

25 mm dia bars 260.00 5.90 3.85 5.91

25 mm dia bars 70.00 5.90 3.85 1.59

25 mm dia bars 150.00 5.90 3.85 3.41

1526.91 MT 60898.80 1 MT 929,86,815.00

11 Supplying and fixing of MS Rolling shutter

Rolling shutter 1.00 3.75 4.00 15.00 Sqm 3261.54 1 Sqm 48,923.00

12

Supplying and fixing of MS windows with grills ins side as per the directions of the Engineer IN charge etc complete

Windows (1.80x1.20m) 19.00 19.00 Nos L S 1,04,500.00

Ventilators (1.80x0.45 m) 20.00 20.00 Nos L S 70,000.00

13

Supplying and Fixing of Sluice gates with Iron grills (with each gate to have control with an addl gate to control Grass or samller particles) with all necessary control arrangements electricall operated as per the designs and drawings approved as per the directions of the Engineer in charge etc complete Size 2.00 x 0.50 m size

at 316 m level 9.00 9.00

at 308 m level 9.00 9.00

at 299.5 m level 9.00 9.00

27.00 Nos LS 1 Each 8,10,000.00

14 Railing to the balcony LS 1 Job 1,98,000.00

15 Supply and Delivery of steel fabricated ladder

5.00 MT 62814.00 1 MT 3,14,070.00

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

No. L B D (Rs) (Rs) 16

Rolling Shutter (2.0m x 2.4m) 2.25 3.75 4.00 33.75

Windows (1.5mx1.2m) 52.25 1.80 1.20 112.86

Ventilators 55.00 1.80 0.45 44.55

Gates 108.00 2.00 0.50 108.00

191.16 Sqm 85.90 1 Sqm 16,421

17

Bailing out water from the pipe line trenches with oil engine driven pumpsets, including hire charges, fuel charges and wages for Driver and Helper

Bailing Out of Water LS 126,07,488

18 Provision change levels of soil

classification LS 50,00,000

19 Provision for internal Powersupply,

internal wiring and Lighting Etc. LS 10,00,000

20 Provision for Price variation LS 82,83,404

1926,01,703

21 LS for other unfore seen items 96,98,297

Grand total Total in Rs.Lakhs 2023,00,000

Total Total in Rs.crores 20.23

Asst Engineer Dy Executive Engineer

RWS water grid Sircilla RWS&S Sub division Sircilla

Executive Engineer Superintending Engineer

RWS&S Division karimnagar RWS&S Circle Karimnagar Synthetic enamel Paint for 1 Door and 2 Windows

DETAILED ESTIMATE

8.95

Sl. Description No. Qty. Unit Rate per Amount

No. L B D (Rs) (Rs)

1

Length of the Channel 2250.00

Quantity of the channel (As per the separate sheet enclosed) 390000.00

388000.00 Cum 91.80 Cum 356,18,400 Rock removable by blasting

but stacking not required 2000.00 Cum 641.88 Cum 12,83,760

2

Road formation

Formation of Bund to OMC 15000.00 Cum 83.80 Cum 12,57,000

3

Pedastals for pipe 200 0.50 1.80 0.90 162.00

200 0.50 1.50 0.90 135.00

297.00 Cum 95.29 Cum 28,301

4

Pipe pedestals

for 1800 mm dia pipe 200 0.50 2.40 0.30 72.00

for 1400 mm dia pipe 200 0.50 2.10 0.30 63.00

135.00 Cum 3710.90 Cum 5,00,972

5

Pedestals for pipes Upto GL

for 1800 mm dia pipe 200 0.50 1.80 0.60 108.00

for 1400 mm dia pipe 200 0.50 1.50 0.60 90.00

Above GL

for 1800 mm dia pipe 200 0.50 1.80 5.50 990.00

for 1400 mm dia pipe 200 0.50 1.50 5.50 825.00

2013.00 Cum 7835.30 Cum 157,72,459

Construction of lead channel and embankment at Intake well

Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides required level and profile, cost of all materials, machinery, labour, placing the excavated soilto neatly in dump area or for the formation of service road / embankment as directed etc., complete with initial lead upto 1 km and all lifts.

Measurements

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 1 km, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

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

RCC (1:1.5:3) Prop using 20 mm HBG 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 retinaing walls below GL

Providing embankment with soil collected in embankment area in heaps as part of

disposal of excavated soil from canal including cost of all materials, machinery

,labour, all operations such as sortingout, spreading in layer of 25 cm before

compaction, breaking clods,sectioning, watering and compacting each layer to

density control of not less than 98 percent or as stipulated by sheep's foot / pad

foot roller etc., complete with lead upto 1 KM for road formation

Retaining walls (0-3 m level)

Water pool Near Intake well Near Intake well/ splay walls Raft foundations

at 297 m RL 1 34.00 3.70 1.20 150.96

1 34.00 2.50 0.85 72.25

1 34.00 0.50 2.00 34.00

257.21 Cum 8039.34 Cum 20,67,799 Wall portion

0-3 m (313-310 m) 1 34.00 1.00 1.00 34.00 Cum 8355.05 Cum 2,84,072

3-4 m (310-309 ) 1 34.00 1.00 1.00 34.00 Cum 8397.23 Cum 2,85,506

4-5 m (309-308) 1 34.00 1.00 1.00 34.00 Cum 8439.41 Cum 2,86,940

5-6 m (308-307) 1 34.00 1.00 1.00 34.00 Cum 8481.59 Cum 2,88,374

6-7 m (307-306) 1 34.00 1.00 1.00 34.00 Cum 8523.77 Cum 2,89,808

7-8 m (306-305) 1 34.00 1.00 1.00 34.00 Cum 8565.95 Cum 2,91,242

8-9 m (305-304) 1 34.00 1.00 1.00 34.00 Cum 8608.13 Cum 2,92,676

9-10 m (304-303) 1 34.00 1.00 1.00 34.00 Cum 8650.31 Cum 2,94,111

10-11 m (303-302) 1 34.00 1.00 1.00 34.00 Cum 8692.49 Cum 2,95,545

11-12 m (302-301) 1 34.00 1.00 1.00 34.00 Cum 8734.67 Cum 2,96,979

12-13 m (301-300) 1 34.00 1.00 1.00 34.00 Cum 8776.85 Cum 2,98,413

13-14 m (300-299) 1 34.00 1.00 1.00 34.00 Cum 8819.03 Cum 2,99,847

14-15 m (299-298 m) 1 34.00 1.00 1.00 34.00 Cum 8861.21 Cum 3,01,281

15-16 m (298-297 m) 1 34.00 1.00 1.00 34.00 Cum 8903.39 Cum 3,02,715

7

Steel 412.00 MT 60898.80 MT 250,90,306

8

LS 5,52,000

862,78,506

9 Provision for price variation 25,88,355

10 Unfore seen items such as change of soil classifications 6,33,139

895,00,000

IN RS Crores 8.95

Asst Engineer Dy Executive Engineer RWS&S Water grid Sircilla RWS&S sub division : Sircilla

Executive Engineer Superintending Engineer

RWS&S Division Karimnagar RWS&S Circle Karimnagar Rough stone dry packing with stones

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

standard specifications for Retaining walls

S.No Description No Length Width Depth Quantity Unit Rate Amount

1

Length 160

No of spans 32

Foot bridge 26 9.10 2.00 3.00 1419.60

Addl Footings/Expansion

joints 12 9.10 3.00 3.00 982.80

Abutment 1 9.10 3.00 3.00 81.90

Wing walls 2 5.00 3.00 3.00 90.00

Total 2574.30 Cum 95.29 2,45,305

2

Main Columns 26 9.10 2.00 0.30 141.96

Addl Footings/Expansion joints 12 9.10 3.00 0.30 98.28

Abutment 1 9.10 3.00 0.30 8.19

Wing walls 2 3.00 2.00 0.30 3.60

Total 252.03 Cum 3710.90 9,35,258

3

Footing for Columns 26 9.10 1.60 0.80 302.85

Addl Footings/Expansion joints 12 9.10 1.60 0.80 139.78

Abutment 1 8.80 1.60 0.80 11.26

Wing walls 2 3.00 1.60 0.60 5.76

Total 459.65 Cum 7491.00 34,43,223

COLUMNS (Circular)

Columns Upto GL 59.66 0.60 0.60 1.90 40.81

Columns Upto GL/Middle 29.83 0.60 0.60 1.90 20.40

Columns Above GL

0-3 m 59.66 0.45 0.45 3.00 36.24

29.83 0.45 0.45 3.00 18.12

115.58 Cum 9159.80 10,58,656

Above 3 m 59.66 0.45 0.45 4.00 48.32

29.83 0.45 0.45 4.00 24.16

206.18 Cum 10536.90 21,72,550

BEAMS

Cross beams at slab

at GL 114 8.60 0.30 0.30 88.24

Longitudinal leams (2 braces) 6 160.00 0.30 0.30 86.40

174.64 Cum 9686.30 16,91,577

Cross beams

At slab level 38 8.60 0.45 0.60 88.24

3 160.00 0.45 0.60 129.60

217.84 Cum 12408.70 27,03,062

Deck slab

Slab 1 160.00 8.60 0.30 412.80

412.80 Cum 6316.50 26,07,451

Telanagana water supply project at Sircilla segment

Subestimate:ABSTRACT & DETAILED ESTIMATE FOR PROVISION FOR FOOTBRIDGE TO INTAKEWELL 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

Supply and placing of the M 30 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,

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

Wing walls 2 3.00 0.90 1.90 10.26 Above GL

Abutments upto GL 1 9.10 0.90 4.00 32.76

Wing walls 2 3.00 0.90 4.00 21.60

80.18 Cum 8455.88 6,78,001

4

1 333.37 MT 60898.80 203,01,983

5

For side railing LS 4,51,171

6

Slab/ Bottom 1 160.00 8.60 - 1376.00

Column Plastering

Alround 32 1.88 - 14.00 844.03

Longitudianl beams 6 160.00 - 0.90 864.00

Cross beams 114 8.60 - 1.20 1176.48

Top cross beams/ sides only 38 8.60 0.60 196.08

Railing 2 0.00 0.00 0.00

sides of slab 2 160.00 0.30 96.00

4552.59 Sqm 97.03 4,41,729

7 Provision for price variation & Expansion joints 18,14,412

8 Provision for Expansion joints 50,000

9 Unforseen items 14,05,622

Grand Total 400,00,000.00

Say in crores 4.00

Asst Engineer Dy Executive Engineer RWS&S Water grid Sircilla RWS&S sub division : Sircilla

Executive Engineer Superintending Engineer

RWS&S Division Karimnagar RWS&S Circle Karimnagar RCM facia 5cm thick in CM (1:3) for drop walls, fins with rabbit wire mesh & nominal

reinforcement as directed by Engineer-in-charge with dubara sponge finishing, including cost & conveyance of all materials to site, seigniorage charges, sales & other taxes etc complete

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, 2 Coats (All Colours)

TOTAL

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per

drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600

MORTH for Bars below 36 mm dia including over laps and wastage, where they are

not welded.

Contruction of platform for Transformer yard and 33 KV Sub station at Intake well

Sl. Description No. Qty. Rate Amount

No. L B D (Rs) (Rs)

70.00 35.00

1

Retaining wall

All walls 1 176.80 8.10 2.30 3293.78

3293.78 Cum 95.29 1 Cum 3,13,864

2

Retaining wall

All walls 1 176.80 8.10 0.30 429.62

429.62 cum 4114.20 1 Cum 17,67,543

3

Raft slab for retaining wall Retaining wall

All walls 1 176.80 7.50 1.00 1326.00 cum 7491.00 1 Cum 99,33,066

Side walls

Retaining wall Side wall 0-3 m

Below GL 1 176.80 1.20 1.00 212.16

All walls 1 176.80 1.20 3.00 636.48

848.64 cum 8203.81 1 Cum 69,62,081 Retaining wall Side wall 3-4 m

Long wall side 1 176.80 0.75 1.00 132.60

132.60 cum 8796.61 1 Cum 11,66,430 Retaining wall Side wall 4-5m

Long wall side 1 176.80 0.75 1.00 132.60

132.60 cum 8935.69 1 Cum 11,84,872 Retaining wall Side wall 5-6 m

Long wall side 1 176.80 0.45 1.00 79.56

79.56 cum 9881.38 1 Cum 7,86,163 Retaining wall Side wall 6-7 m

Long wall side 1 176.80 0.45 1.00 79.56

79.56 cum 10020.46 1 Cum 7,97,228 Retaining wall Side wall 7-8 m

Long wall side 1 176.80 0.30 0.50 26.52

26.52 cum 11167.81 1 Cum 2,96,170

Measurements per

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 an initial lead of 1 km dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH with 1 km lead

PCC (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

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

393.82 MT 60898.80 1 MT 239,83,287

5 Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery,

labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by sheep / pad foot roller etc., complete with initial lead upto 1 km and all lifts.

Retaining wall 1 70.00 35.00 6.70 16415.00 cum 83.80 1 Cum 13,75,577

6 LS price variation 5,00,000

7 LS for unforeseen items such as weep holes and etc complete 33,719

491,00,000 Or say in crores 4.91

Asst Engineer Dy Executive Engineer RWS&S Water grid Sircilla RWS&S sub division : Sircilla

Executive Engineer Superintending Engineer

RWS&S Division Karimnagar RWS&S Circle Karimnagar

including over laps and wastage, where they are not welded

Sl. Description Qty. Rate per Amount

No. (Rs) (Rs)

1

Supply and delivery of vertical turbine pump sets at Intake well for a total Discharge of 95143 LPM and head of 76 meters including cost of all accessories and EOT crane etc as per the specifications including cost of erection etc complete

2 working pumps+1 stand bye of each 950

Hp 2850 HP 11000 HP 31350000

Total in crores 3.135

Asst Engineer Dy Executive Engineer

RWS water grid Sircilla RWS&S Sircilla

Executive Engineer Superintending Engineer

RWS&S Division ; Karimnagar RWS&S Circle: Karimnagar

Supply and erection of Pump sets at Intake well

SL No Description of Item Nos Length Qty Unit Rate per Amount Rs.

1 2 3 4 5 6 7.00 8 9

1

1400 mm Dia MS Pipe of 12 mm wall

Thick 1x1 9300 9300 Cum 33,754.00 Rm 3139,12,200

2

1400 mm Dia MS Pipe of 12 mm wall Thick from Intakewell to Clear Water Sumps

1x1 1200 1200 Cum 30,545.00 Rm 366,54,000

3

trench size 2.0x2.6 m 1 9300 48360.00 Cum 95.29 Cum 46,08,224

4 R C C (1:1.5:3 ) for thrust blocks and

pedestals L S 100,00,000

5 LS provision for valves on pipe line LS 400,00,000

6 Provision for Bulkflow Meters and

Pressure Relief Valves and Etc Provisions LS 5,00,000

7 Provision for Road crossing , LS 5,00,000

8 Expansion joints LS 15,00,000

9 Provision for Unforseen Items 52,00,000

Total cost in Rs 4130,00,000

Total cost in Rs crores 41.30

Asst Executive Engineer Dy Executive Engineer

RWS& S Sircilla RWS& S Sub Division Sircilla

Executive Engineer Superintending Engineer

RWS&S Division karimnagar RWS&S Circle Karimnagar

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 for pipe line trenches

Manufacture, Supply and Delivery of Spirally welded M.S Pipes Conforming to IS 3589/2001 including in lining with Cement motor(1:2)12mm thick using 4 numbers of 6mm dia M.S.Rings at each end of the pipe and Out coating cement motor(1:3)30mm thick by shorcreting or Guniting duly providing wire mesh of size 50x50x3mm including cost of all materials,Labour charges,

transportation to anywhere in telangana, but excluding taxes & duties, etc. Including Excavation, Laying, Jointing Etc..

Manufacturing and supply of 1400mm dia (after inlining) Mild Steel Pipes using 12mm thick MS plate manufactured with electric - resistance welding (ERW) or submerged arc welding (SAW) process longitudinally or spirally welded follwoing MS plates conforming to IS:2062, Grade-`A'/ 'B' in suitable lengths to suit the site conditions as directed by the departmental officers, including 10% Radio graphic testing and 100% Ultra sonic testing at factory and field welded joints respectively and Hydraulic testing at 30 Kg/Sq cm test pressure at factory, including inlining with cement mortar (1:2) 15mm thick using 6 numbers of 6mm dia MS rings at each end of the pipe and outcoating with polyurethene coating of approved brand and colour for a minimum thickness of 400 microns after surface preparation by sand blasting, including cost of MS Plates, welding rods, cement, sand, reinforcement, wire mesh, polyurethene coating and all other required materials, inclusive of all taxes and duties and delivery of fabricated inlined and outcoated pipes to site and hoisting and carefully lowering the pipes into ready made trenches or keeping in position on ready built pedestals or supports and laying them true to alignment and gradient and perfect lining by jacking and jointing with three run arc welding and inlining and outcoating of field welded joints as per the above specification, inclusive of cost of all jointing materials, labour charges and hydraulic testing of pipeline to a field test pressure of 20 Kg/ Sq cm in convenient stretches and as directed by departmental officers inclusive of cost of the necessary testing equipment and all other incidental and operational charges etc., complete for the pipeline laid above ground level.

RAPID SAND FILTER

The components of the filtration plant are as per SSR 2014- 15

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 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.

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

A)

Name of the work : Providing Drinking Water to Manthani and Bhupalpally Segments in Karimnagar

and Warangal Districts

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).

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

Capacity: 120.00 MLD

Description Amount

Basic Rate Rs.2.42 per litre *120000000 2904,00,000.00 Increase/Decrese for cement

(6100-4000)* 0.7/100*120*2.42*10^6/100 426,88,800.00 Increase/Decrese for Steel

(44000-46500)* 2/100*120*2.42*10^6/1000 -145,20,000.00

#REF! 290,40,000.00

Sub Total 3476,08,800.00

Add Contractor's Profit 486,65,232.00

Unforeseen items 5,968.00

Total 3962,80,000.00

39.63

Compound wall 0.72

Price variation

Total cost 40.35

Asst Engineer Dy Executive Engineer RWS&S Water grid Sircilla RWS&S sub division : Sircilla

Executive Engineer Superintending Engineer

RWS&S Division Karimnagar RWS&S Circle Karimnagar

Est cost in Rs crores 8.05

Sl. Description No. Qty. Rate Amount

No. L B D (Rs) (Rs)

1

Sump 1.00 66.70 51.70 4.75 16379.85

Suction pit 2.00 9.20 5.20 4.20 401.86

For manifold 1.00 90.00 3.50 8.00 2520.00

19301.71 cum 95.29 18,39,260 2

Sump 1.00 66.70 51.70 0.30 1034.52 cum 3710.90 38,39,000

3

Raft slab m30

Sump 1.00 65.70 50.70 0.45 1498.95

Addl thick ness in Suction pit 2.00 8.00 1.20 0.45 8.64 Retaining wall between sump

and pump room 2.00 8.00 1.20 0.45 8.64

1516.23 cum 7491.00 113,58,079 Side wall in M30/750 mm thick

Retaining wall between sump

and pump room 2.00 8.00 0.75 3.00 36.00

Suction pit wall 2.00 10.00 0.75 3.00 45.00

81.00 cum 8657.53 7,01,260 Side wall in M30

Below GL 1.00 231.40 0.35 3.00 242.97

Suction pits 2.00 16.05 0.35 3.00 33.71

Retaining wall between sump

and pump room 2.00 8.00 0.35 4.00 22.40

299.08 cum 10040.30 30,02,853

Below GL 1.00 231.60 0.20 1.75 81.06

Abstract cum detailed estimate for 12500 KL Sump

Measurements

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 1 km, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

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.

115.80 cum 11984.81 13,87,841

Wall at Suction pit 2.00 8.00 0.75 3.00 36.00 Cum 8657.53 3,11,671

partition wall with M30 1.00 50.00 0.30 4.75 71.25 cum 10472.41 7,46,159

Columns in M30

Columns 154.00 0.30 0.30 4.15 57.52

At Suction pits 2.00 0.30 0.30 3.00 0.54

Haunch 154.00 0.60 0.60 0.30 16.63

74.69 cum 9159.80 6,84,145 Roof beams

Long wall side SB1 11.00 65.00 0.30 0.30 64.35

Cross wall side SB2 15.00 50.00 0.30 0.30 67.50

131.85 cum 12408.70 16,36,087 Roof slab

1.00 66.20 51.20 0.125 423.68 cum 6304.00 26,70,879

4

Side wall 1.00 240.00 4.75 1140.00

Partition wall 2.00 50.00 4.75 475.00

Bottom slab 1.00 65.00 50.00 3250.00

Suction pit 2.00 23.00 3.00 138.00

5003.00 cum 195.73 9,79,222

5

588.06 MT 60898.80 358,11,844

6 Supply in and fixing of RCC Ladder

Ladders 4.00 4.00 Nos LS 60,000

9 Supplying and fixing of

manholes 4.00 4.00 Nos LS 20,000

10

Supplying and Laying and Jointing of 1800 mm dia MS pipe with epoxy coated Manifold

1800 mm dia MS 12 mm thick 1.00 50.00 50.00 RM 44277.00 22,13,850

1000 mm dia MS 12 mm thick 4.00 10.00 40.00 RM 24034.00 9,61,360

10 Supplying and fixing of DI Valves on MS pipe

1000 mm dia valve on 1800

mm MS pipe on Out let 1.00

30,00,000

1000 mm dia on 1000 MM dia

ms pipe 4.00

70,00,000

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

Acco proof Plastering with CM (1:3) 20mm thick

with 2% accoproof material including cost and

conveyance of all material, labour charges etc.,

complete

11

Supply delivery and laying and jointing of spigot and socket type 1000 mm dia RCC NP2 class pipes

1.00 100.00 100.00 M 4805.67 4,80,567

4 on out let + 2 on inlet 12 MS pipe 1000 mm dia 8 mm

thickness

Over flow 1000 mm dia 4.00 10.00 40.00 Rm 17677.00 7,07,080

10 Supply of ladders

1800 mm LS 25,000

12 Supply and erection of Centrifugal pump set with all accessories etc complete

4.00 3.00 12.00 HP LS 2,40,000

13

Labour charges for Supplying and fixing of pheniels with fixing of anti rust wire to prevent fly menance

96.00 LS 96,000

14 Supplying and fixing of 80 mm dia Semicircular bends

96.00 96.00 Each 1611.96 1,54,748

15 Sundries LS 5,73,094

Total 805,00,000

8.05

Asst Engineer Dy Executive Engineer RWS&S Water grid Sircilla RWS&S sub division : Sircilla

Executive Engineer Superintending Engineer

RWS&S Division Karimnagar RWS&S Circle Karimnagar

Detailed estimate Cost in Rs lakhs 235

Sno Description No L B D Quantity Unit Rate Amount

Center line 56.50 12.50

1

Ramp (10x5 m) 1 25.00 0.60 0.30 4.50

Pump room 1 61.50 17.50 7.75 8340.94

8345.44 Cum 95.29 7,95,237

2

Ramp 1 25.00 0.60 0.15 2.25

Main Buildg 1 57.60 13.60 0.15 117.50

Ramp flooring sub grade 1 9.70 4.40 0.15 6.40

126.15 Cum 3710.90 4,68,130

3

Footings

Raft slab 1 57.60 13.60 0.45 352.51 Cum 7491.00 26,40,652

Columns

Up to loading bay level 38 0.50 1.20 7.60 173.28

For electrical room 12 0.45 0.34 6.00 11.02

Crane room 12 0.50 1.20 9.00 64.80

249.10 Cum 9159.80 22,81,706 Brace beams/ Lintel beams

At lintel Level LW 3 56.00 0.23 0.30 11.59

CW 2 12.00 0.23 0.30 1.66

Crane room 2 124.00 0.23 0.30 17.11

30.36 Cum 9686.30 2,94,076

Sun shades

over windows 26 2.10 0.60 0.0625 2.05

Ventilators 36 2.10 0.60 0.0625 2.84

4.89 Sqm 7398.50 36,179

Roof beams

At loading Bay 2 6.75 0.50 0.50 3.38

Electrical Room

Long wall side 2 57.50 0.50 0.50 28.75

Cross wall side 12 5.50 0.50 0.50 16.50

Slab of crane room

Long wall side 2 57.50 0.50 0.50 28.75

Cross wall side 12 5.50 0.50 0.50 16.50

Bracket beams 20 0.50 0.45 0.60 2.70

96.58 Cum 12408.70 11,98,432 Roof slab

Electrical room 1 58.30 5.50 0.15 48.10 Cum 6304.00 3,03,222

Crane /Pumps room 1 58.30 7.50 0.20 87.45

Landing bay slab 1 5.50 7.50 0.20 8.25

Earth work excavation in hard rock removable by controlled blasting and depositing on bank with an lead of 1 km. and with all lifts 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

RCC (1:1.5:3) using 20mm HBG metal including cost and

conveyance of all materials and labour charges etc.,

complete as per standard specifications for

95.70 Cum 6316.50 6,04,489 Side walls below GL

Long wall side 2 57.50 0.50 7.00 402.50

Cross wall side 2 13.50 0.50 7.00 94.50

Deduct for columns 26 0.50 0.50 7.00 45.50

542.50 Cum 9262.49 50,24,901 Walking platform

Alround 1 134.40 0.90 0.10 12.10 Cum 6304.00 76,278

Cantiliver beams for

walking platform 20 0.90 0.23 0.23 0.93 Cum 9686.30 9,008

RCC Pedestals for the pumps

Pumps 11 2.50 2.50 1.20 82.50 cum 7835.30 6,46,412

4 CC 1:3:6 with 40 mm metal with C&C of all the materials and LC etc complete Basement

Long wall side 2 56.95 0.45 0.60 30.75

Cross wall side 2 12.05 0.45 0.60 6.51

Deduct for columns 26 0.50 0.45 0.60 -3.51

33.75 Cum 4114.20 1,38,854

5 Construction of super stucture with brick masonary in (1:6) using 2nd class bricks including cost and conveyance of all materials,labour charges and seign. charges etc. complete.

Upto electrical room top

Long wall side 2 56.73 0.23 6.00 156.57

Cross wall side 4 12.96 0.23 6.00 71.54

Deductions

Deduct for ventilators 13 1.80 0.23 0.45 -2.42

Windows 14 1.80 0.23 1.20 -6.96

Doors 12 1.05 0.23 2.10 -6.09

Rolling shutter 1 4.00 0.23 4.00 -3.68

Columns junctions 26 0.45 0.23 6.00 -16.15

Crane room Top

Long wall side 2 56.87 0.23 3.00 78.47

Cross wall side 2 12.27 0.23 3.00 16.93

Deductions

Ventilators 10 1.80 0.23 0.45 -1.86

286.35 cum 4723.37 13,52,538

6

Inside

Long wall side 2 56.00 7.00 784.00

Cross wall side 2 12.00 7.00 168.00

Elelctrical room 1 1 81.77 6.00 490.62

Elelctrical room 2 1 51.77 6.00 310.62

Crane room 1 126.27 9.00 1136.43

Out side

Upto Electrical room 1 141.00 6.00 846.00

Above Electrical room 1 129.00 9.00 1161.00

Sunshades

Over Windows 52 2.10 0.60 65.52

Over ventilators 72 2.10 0.60 90.72

Rolling shutter 2 5.30 0.60 6.36

Plastering with CM 2 coats, 12 mm thick, base

coat in CM (1:5), 8mm thick and top coat in CM

(1:3), 4mm thick with Dubara sponze finishing.

Deductions

windows -10 1.80 1.20 -21.60

Opening/ Rollling shutter -1 4.55 4.00 -18.20

ventilator -10 0.90 0.45 -4.05

5020.15 Sqm 268.76 13,49,195

7

Electrical room 1 58.30 5.50 320.65

Crane /Pumps room 1 58.30 7.50 437.25

757.90 sqm 195.73 1,48,341

7

Electrical room1 1 30.52 4.77 145.58

Electrical room1 1 20.75 4.77 98.98

Crane room 1 56.00 6.89 385.56

630.12 Sqm 176.23 1,11,048

7

Rolling shutter 1 4.00 4.00 2.40 9.60 Sqm 3261.54 31,311

8

Doors of 1.20x 2.10 m size12 1.05 2.10 12.00 Nos LS 66,000

Windows 1.8x1.2 m 14 1.80 1.20 14.00 Nos LS 70,000

Ventilators 1.8mX.45m 23 1.80 0.45 23.00 Nos LS 80,500

9

Rolling shutter 2.25 4.00 2.40 21.60

Windows 38.5 1.80 1.20 83.16

Ventilators 63.25 1.80 0.45 51.23

155.99 Sqm 85.90 13,400

10

224.91 MT 60898.80 13,69,675

Acco proof Plastering with CM (1:3) 20mm thick with 2% accoproof material including cost and conveyance of all material, labour charges etc., complete over roof slab

Supply and fixing of Rolling shutter made of 80 x 1.25mm machine rolled CRCA laths, interlocked together through their entire length and jointed together at the ends by end locks, mounted on specially designed pipe shaft of 50mm dia nominal bore MS B class pipe with brackets, plates, guide channels, stoppers, bottom locking plates and arrangements for inside and out side locking with push pull operations including cost of hood cover and springs complete, painted with one coat of approved steel primer, locks, ball bearings, all accessories etc., complete for finished item of work as per special spn: 1108 etc., complete

Supplying and fixing of steel doors and windows of approved design and pattern with all fixures including cost and conveyance of all materials and labour charges etc., complete.

Painting with approved colour ready mixed enamel paint two coats to new wood work including cost and conveyance of all materials and labour chares etc., complete.

Plastering to ceiling with CM (1:3) 12 mm thick with C&C of all the materials and LC 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

11

Flooring in ramp Slab 1 56.00 12.00 672.00

Electrical room 1 56.00 7.14 399.56

1 46.00 12.00 552.00

1623.56 Sqm 436.45 7,08,603

11

IN side pump room 12 1.80 MT 62814.00 1,13,065

12

Qty as per plastering 5650.27 Sqm 97.03 54,823

11 Electrical filltings LS 1000000 10,00,000

12 Price variations LS 20,00,000

13 Levelling the ground LS 500000 5,00,000

Sundries 13,925

Total 235,00,000

Asst Engineer Dy Executive Engineer RWS&S Water grid Sircilla RWS&S sub division : Sircilla

Executive Engineer Superintending Engineer

RWS&S Division Karimnagar RWS&S Circle Karimnagar Supply and Delivery of Steel fabricated ready made ladder as per

approved by the The Eginneer in chagre

Painting Walls with Snowcem or other equal and approved Water

Proof Cement Paint over Priming Coat, 2 Coats (All Colours)

Granolithic flooring with CM (1:3) 20 mm thick over a cc

bed of ( 1:2:4 ),50 mm thick with c&C of all the materials

and LC etc complete