JAL JEEVAN MISSION

RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD

GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
WORKING ESTIMATE
Sr. No. Name of Sub Work As per ts cost WORK DONE WORK TO BE DONE WORK DONE + WORK TO BE DONE

1 PUMPING MACHINARY 15HP 310,740.00 310,740.00

2 PUMPING MACHINARY 7.5HP 200,100.00 200,100.00
3 DISTRIBUTION SYSTEM LENGTH = 2002 M 2,332,791.00 2,151,183.00 282,335.00 2,433,518.00
4 HDP CONTAINER 55,000.00 55000 55,000.00
5 INFORMATION DISPLAY BOARD 10,010.00 10,010.00 10,010.00
6 FUNCTIONAL HOUSEHOLD TAP CONNECTION (FHTC) 47,519.00 47,519.00 47,519.00
7 TRIAL & RUN OF SCHEME FOR SINGLE VILLAGE 78,732.00 78,732.00 78,732.00 157,464.00

Design population(Year 2054) 3190142.98

Net Cost Excluding GST 3,034,892.00 2,853,284.00 361,067.00 2,703,511.00
Add for GST (18%) 364,187.04 342,394.08 64,992.06 486,631.98
Total 3,399,079.04 3,195,678.08 426,059.06 3,190,142.98
SAY 3,399,079.04 3,195,700.00 426,100.00 3,190,142.98
Per capita Cost

3,491,551.00
418,986.12 3,910,537.12

Prepared by Sub-Divisional Engineer Executive Engineer

R.W.S Sub Division R.W.S Division
PAITHAN Z.P AURANGABAD
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
LAMGAVHAN-MULANIWADGAON RR WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
PUMPING MACHINARY 15.0 BHP- 1 Nos. for Lamgavhan-Mulaniwadgaon.
MEASUREMENT CUM ABSTRACT
Sr.
Item Description Qty. Rate Unit Amount
No

Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor
confirming to IS 9283, with water proof winding and discharge with stainless steel shaft.
Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush
1 carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump
should have suitable discharge outlet as per manufacture's design. Antithrust streamlined run
and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia
(with bronze impeller upto 8 stages).

Submersible pump 150mm dia (with bronze/stainless steel/(CF8M) Impeller up to 12 stages of

1 59,186.00 Each 59,186.00
category A & B - 15.0 HP
(MJP Mech. CSR 2022-23 P.no.1 PM 1-2-13)

Supplying and erecting Fully auto matic star delta strater to operate squarlle cage induction
motor working on 380-440 Volt, 3 Phase, 50 Hz with no volt coil, over load element, and ON-
2 1 11,255.00 Each 11,255.00
OFF push buttons, with necessary material and connected to supply, etc complete. Starter
with original sheet steel encloser.
(MJP Mech. CSR 2022-23 P.no.18 LG 3-2

Supplying and erecting switch disconnector fuse (SDF) switch 415V, 100A, open execution,
four pole AC23 A rated with terminal shrouds on both sides and phase barriers along with
3 telescopic shaft for depth adjustments and door interlock and padlock complying to IS/IEC 1 4,867.00 Each 4,867.00
60947-3 Part-1/3 HRC - DIN type fuse, insulation voltage 1000 V for enclosing in panel with
rotary handle for ON / OFF operation (without HRC fuse)
(4635*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 86 I. No. 5-1-18)

Supplying and erecting flat flexible 3 core 6 sq mm PVC sheathed submersible type copper
4 120 281.00 Rmt. 33,720.00
cable suitably clamped at fixed intervals with column pipe assembly complete.
(268*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 204 I. No. 12-4-10)

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all
respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.
5
Note : One coupler shall be provided with each full length of pipe cost of which is included in
rates below.

100 mm G.I. MEDIUM class 85 981.00 Rmt. 83,385.00

(MJP CSR 2021-22 P. No. 82& 83 I. No. 1&2 (B) Rate as per corrigendum dt 8/8/22

Lowering, laying and jointing G. I. pipes and specials of following class and diameter including
6 conveyance from stores to site of works, all labour, etc. complete either underground or in
vertical position, as directed by Engineer-in-charge.
100 mm G.I. MEDIUM class 85 129.00 Rmt. 10,965.00
(MJP CSR 2021-22 P. No. 82& 83 I. No. 1&2 (B)

Supplying and erecting GI sheet 1.6 mm (16 SWG) having zinc coating of 350 microns with
galvanization process compliance to IS 2629:1985 to be used for fabrication of boxes panel
7 1.87 2,688.00 Sqm 5,027.00
boards etc. including cutting, bending, drilling, welding, riveting etc. and painting with one
coat of red lead paint and 2 coats of enamel paint.
(2560*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 106 I. No. 6-1-6)

Supplying and erecting slotted angles, frames etc. for panel board or any other purposes
complete with bending, cutting, drilling and welding complete erected at the position with
8 60 154.00 Kg. 9,240.00
necessary materials duly painted with one coat of red oxide and two coats of enamel paint to
match the switchgears or as per directions by the authority

Iron work for pannel boards etc. including cutting bending drilling welding cleaning derusting
a
and painting with one coat of red lead paint and two coats of enamelled paint etc. complete.

Structural steel frame for erection of submersible pumps of channel 75x40x40 mm of size 1.00
b x 0.50m frame to be fixed rigidly on provided girders including necessary hardware etc.
complete.
(147*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 107 I. No. 6-1-22)

Supplying and erecting marine (Waterproof) plywood 18/19 mm thick fixed to wall or on
9 provided panel board with necessary materials such as screws, wall fasteners, supports, nut 1.50 1,545.00 Sqm 2,318.00
bolts etc. complete with compliance to IS 720:2010
(1471*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 107 I. No. 6-1-14)
 MEASUREMENT CUM ABSTRACT
Sr.
Item Description Qty. Rate Unit Amount
No

Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia
including railway freight, inspection charges, unloading from railway wagon, loading into truck,
10 transportation upto
departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc.
complete. Reflux valves as per I.S.5312 Part I (1984)
a) Without bypass arrangement - PN - 1
100 mm dia 1 5,713.00 Nos. 5,713.00
(MJP SSR 2021-22 P. No. 131 l. No. 1-A-IV)

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and
11 Sluice valves including cost of all labour jointing material, including nut bolts and giving
satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
a) Without bypass arrangement - PN - 1
100 mm dia 1 2,272.00 Nos. 2,272.00
(MJP SSR 2021-22 P. No. 135 l. No. 4-IV) .

Providing double flange sluice valve confirming for IS- 14846 including worn gear
arrangements as per test pressure, stainless
12
steel spindle, caps, including inspection charges, transportation upto departmental store,
unloading, stacking excluding GST levied by GOI & GOM in all respect etc.
a) Sluice valve - PN - 1 (Without bypass)
100 mm dia 1 6,835.00 Nos. 6,835.00
(MJP SSR 2021-22 P. No.132 l. No. 2-A-iv)

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and
13 Sluice valves including cost of all labour jointing material, including nut bolts and giving
satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
a) Sluice valve - PN - 1 (Without bypass)
100 mm dia 1 2,272.00 Nos. 2,272.00
(MJP SSR 2021-22 P. No. 135 l. No. 4-IV)

Supplying and erecting panel mounting type digital voltmeter having three and half digit LED
display, calibrated for 0 to 750V AC suitable to operate on 500V having accuracy class of
14 1 1,756.00 Each 1,756.00
0.5 ,AC supply with necessary PVC wire leads and lugs and mounting hardware on provided
panel complete with calibration certificate from manufacturer.
(1672*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 110, I. No. 6-3-8)

Supplying and erecting panel mounting type digital ammeter having three and half digit LED
display, external CT operated, calibrated for suitable to operate on 500V, 0 to 1000A having
15 1 2,136.00 Each 2,136.00
accuracy class of 0.5, AC supply with necessary PVC wire leads and lugs and mounting
hardware on provided panel complete with calibration certificate from manufacturer.

(2034*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 110, I. No. 6-3-7)

Supplying & erecting LED type indicating pilot lamp with LED colours red / yellow / green,
16 230 / 250V on provided box / panel with necessary material, 3 260.00 Each 780.00
wiring & connections etc.
(248*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 115, I. No. 6-5-5)

Providing and erecting pressure gauge of required capacity complete with syphon tube,
isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with
17
tapping on rising main.
Pressure gauge (100 mm dia)
(MJP Mech. DSR 2022-23 P. No.5 PM 11-1) 2 897.00 Each 1,794.00

Providing at the site of work C.I.D./F pipes & specials of different diameters for inlet, outlet,
18 washout & overflow arrangements including iusurance, railway freight, transpport to the site
of work etc. completed as directed.
(MJP CSR 2021-22 P. No.72 I.No. 6-A) 150 73.00 Kg 10,950.00

Providing , fabricating, erecting, M.S. Flanges sleep on type (all tables) of required size and
19
thickness with both side machined.
up to 300 NB 60 98.00 Kg 5,880.00
(MJP CSR 2021-22 P. No.72 S.No 7b)

Supplying and erecting selector switch suitable for voltmeter/ammeter for 3 phase AC supply
20 500V, 50Hz, on provided box / panel and duly connecting with necessary PVC wire leads and 1 351.00 Each 351.00
lugs.
(334*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 114, I. No. 6-5-1)
 MEASUREMENT CUM ABSTRACT
Sr.
Item Description Qty. Rate Unit Amount
No

Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all
21 2 4,950.00 Each 9,900.00
materials, testing & recording the results as per specification no. EA-EP
(4714*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 160, I. No. 9-1-1)

Supplying & erecting four pole ON LOAD change over switch, 415V, 100A, open execution
having staggered termination, phase barrier, shroud termination and terminal cover along
22
with auxiliary contacts and ready to upgrade with fuse protection kit, rotary handle,
operational current category AC23A complying to IS/IEC 60947-3 Part-1/3.
(4775*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d) 1 5,014.00 Each 5,014.00
(PWD Elect. CSR 2022-23 P. No. 84, I. No. 5-1-4)

Providing & erecting 3 Pole MCCB of 100A,415V capacity with short circuit rating 25 kA
(Ics=100% of Icu) adjustable thermal (overload) setting and fixed magnetic setting with
23 provided leads, provision for nstallation of shunt/ UV/ trip alarm contact and MCCB should
have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no.
SW-SWR/MCCB
(5309*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d) 1 5,574.00 Each 5,574.00
(PWD Elect. CSR 2022-23 P. No. 93, I. No. 5-5-1)

Supplying and erecting iron clad cut out HC type 415V 100A erected on polished wooden block
24
complete.
(696*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d) 3 731.00 Each 2,193.00
(PWD Elect. CSR 2022-23 P. No. 102, I. No. 5-10-4)

Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with
25 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over 1 15,322.00 Each 15,322.00
load as per IS 3832 carrying ISI mark.
(MJP Mech. CSR 2022-23 P.no.10 LF 1-1)

26 Providing, erecting Travelling Trolley of capacity as below with 6 m lift, tested to 50% over load 1 12,031.00 Each 12,031.00
(MJP Mech. CSR 2022-23 P.no.10 LF 2-1)

Total Net Cost 310,736.00

Say 310,740.00
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
LAMGAVHAN-MULANIWADGAON RR WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
PUMPING MACHINARY 7.5 BHP- 1 Nos. for Tarupimpalwadi.
MEASUREMENT CUM ABSTRACT
Sr. Item Description Qty. Rate Unit Amount
No

Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor
confirming to IS 9283, with water proof winding and discharge with stainless steel shaft.
Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush
1 carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump
should have suitable discharge outlet as per manufacture's design. Antithrust streamlined run
and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia
(with bronze impeller upto 8 stages).

Submersible pump 150mm dia (with bronze/stainless steel/(CF8M) Impeller up to 8 stages of 1 42,604.00 Each 42,604.00
category A & B - 7.5 HP
(MJP Mech. CSR 2022-23 P.no.1 PM 1-2-7)

Supplying and erecting Fully auto matic star delta strater to operate squarlle cage induction
motor working on 380-440 Volt, 3 Phase, 50 Hz with no volt coil, over load element, and ON-
2 OFF push buttons, with necessary material and connected to supply, etc complete. Starter with 1 9,245.00 Each 9,245.00 P
original sheet steel encloser.
(MJP Mech. CSR 2022-23 P.no.18 LG 3-1
5916.75
Supplying and erecting switch disconnector fuse (SDF) switch 415V up to 63A, open execution,
four pole AC23 A rated with terminal shrouds on both sides and phase barriers along with
3 telescopic shaft for depth adjustments and door interlock and padlock complying to IS/IEC 1 2,895.00 Each 2,895.00
60947-3 Part-1/3 HRC - DIN type fuse, insulation voltage 1000 V for enclosing in panel with
rotary handle for ON / OFF operation (without HRC fuse)
(2757*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 86 I. No. 5-1-17)

4 Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper
cable suitably clamped at fixed intervals with column pipe assembly complete. 110 202.00 Rmt. 22,220.00 406.35
(192*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 204 I. No. 12-4-9)

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all
5 respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.
Note : One coupler shall be provided with each full length of pipe cost of which is included in
rates below.

65 mm G.I. MEDIUM class 80 524.00 Rmt. 41,920.00 1825

(MJP CSR 2021-22 P. No. 82& 83 I. No. 1&2 (B) Rate as per corrigendum dt 8/8/22

Lowering, laying and jointing G. I. pipes and specials of following class and diameter including
6 conveyance from stores to site of works, all labour, etc. complete either underground or in
vertical position, as directed by Engineer-in-charge.
65 mm G.I. MEDIUM class 80 105.00 Rmt. 8,400.00
(MJP CSR 2021-22 P. No. 82& 83 I. No. 1&2 (B)

Supplying and erecting GI sheet 1.6 mm (16 SWG) having zinc coating of 350 microns with
7 galvanization process compliance to IS 2629:1985 to be used for fabrication of boxes panel
boards etc. including cutting, bending, drilling, welding, riveting etc. and painting with one coat 1.87 2,688.00 Sqm 5,027.00
of red lead paint and 2 coats of enamel paint.
(2560*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 106 I. No. 6-1-6)

Supplying and erecting slotted angles, frames etc. for panel board or any other purposes
8 complete with bending, cutting, drilling and welding complete erected at the position with
necessary materials duly painted with one coat of red oxide and two coats of enamel paint to 60 154.00 Kg. 9,240.00
match the switchgears or as per directions by the authority

a Iron work for pannel boards etc. including cutting bending drilling welding cleaning derusting
and painting with one coat of red lead paint and two coats of enamelled paint etc. complete.

Structural steel frame for erection of submersible pumps of channel 75x40x40 mm of size 1.00
b x 0.50m frame to be fixed rigidly on provided girders including necessary hardware etc.
complete.
(147*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 107 I. No. 6-1-22)

Supplying and erecting marine (Waterproof) plywood 18/19 mm thick fixed to wall or on
9 provided panel board with necessary materials such as screws, wall fasteners, supports, nut 1.50 1,545.00 Sqm 2,318.00 0.75
bolts etc. complete with compliance to IS 720:2010
(1471*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 107 I. No. 6-1-14)

Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia
including railway freight, inspection charges, unloading from railway wagon, loading into truck,
10 transportation upto
departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc.
complete. Reflux valves as per I.S.5312 Part I (1984)
a) Without bypass arrangement - PN - 1
65 mm dia 1 3,885.00 Nos. 3,885.00
(MJP SSR 2021-22 P. No. 131 l. No. 1-A-IV)

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and
11 Sluice valves including cost of all labour jointing material, including nut bolts and giving
satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
a) Without bypass arrangement - PN - 1
65 mm dia 1 1,251.00 Nos. 1,251.00
(MJP SSR 2021-22 P. No. 135 l. No. 4-IV)

Providing double flange sluice valve confirming for IS- 14846 including worn gear
12 arrangements
as per test pressure, stainless
steel spindle, caps, including inspection charges, transportation upto departmental store,
unloading, stacking excluding GST levied by GOI & GOM in all respect etc.
a) Sluice valve - PN - 1 (Without bypass)
 MEASUREMENT CUM ABSTRACT
Sr. Item Description Qty. Rate Unit Amount
No

65 mm dia 1 4,966.00 Nos. 4,966.00

(MJP SSR 2021-22 P. No.132 l. No. 2-A-iv)

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and
13 Sluice valves including cost of all labour jointing material, including nut bolts and giving
satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
a) Sluice valve - PN - 1 (Without bypass)
65 mm dia 1 1,251.00 Nos. 1,251.00
(MJP SSR 2021-22 P. No. 135 l. No. 4-IV)

Supplying and erecting panel mounting type digital voltmeter having three and half digit LED
14 display, calibrated for 0 to 750V AC suitable to operate on 500V having accuracy class of
0.5 ,AC supply with necessary PVC wire leads and lugs and mounting hardware on provided 1 1,756.00 Each 1,756.00
panel complete with calibration certificate from manufacturer.
(1672*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 110, I. No. 6-3-8)

Supplying and erecting panel mounting type digital ammeter having three and half digit LED
15 display, external CT operated, calibrated for suitable to operate on 500V, 0 to 1000A having
accuracy class of 0.5, AC supply with necessary PVC wire leads and lugs and mounting 1 2,136.00 Each 2,136.00
hardware on provided panel complete with calibration certificate from manufacturer.

(2034*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 110, I. No. 6-3-7)

16 Supplying & erecting LED type indicating pilot lamp with LED colours red / yellow / green, 230 /
250V on provided box / panel with necessary material, wiring & connections etc. 3 260.00 Each 780.00
(248*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 115, I. No. 6-5-5)

Providing and erecting pressure gauge of required capacity complete with syphon tube,
isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with
17 tapping on rising main.
Pressure gauge (100 mm dia)
(MJP Mech. DSR 2022-23 P. No.5 PM 11-1) 2 897.00 Each 1,794.00

Providing at the site of work C.I.D./F pipes & specials of different diameters for inlet, outlet,
18 washout & overflow arrangements including iusurance, railway freight, transpport to the site
of work etc. completed as directed.
(MJP CSR 2021-22 P. No.72 I.No. 6-A) 150 73.00 Kg 10,950.00

19 Providing , fabricating, erecting, M.S. Flanges sleep on type (all tables) of required size and
thickness with both side machined.
up to 300 NB 60 98.00 Kg 5,880.00
(MJP CSR 2021-22 P. No.72 S.No 7b)

Supplying and erecting selector switch suitable for voltmeter/ammeter for 3 phase AC supply
20 500V, 50Hz, on provided box / panel and duly connecting with necessary PVC wire leads and 1 351.00 Each 351.00
lugs.
(334*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 114, I. No. 6-5-1)

21 Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all
materials, testing & recording the results as per specification no. EA-EP 2 4,950.00 Each 9,900.00
(4714*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d)
(PWD Elect. CSR 2022-23 P. No. 160, I. No. 9-1-1)

Supplying & erecting four pole ON LOAD change over switch, 415V, 63A, open execution
22 having
staggered termination, phase barrier, shroud termination and terminal cover along with
auxiliary contacts and ready to upgrade with fuse protection kit, rotary handle, operational
current category AC23A complying to IS/IEC 60947-3 Part-1/3.
(4334*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d) 1 4,551.00 Each 4,551.00
(PWD Elect. CSR 2022-23 P. No. 84, I. No. 5-1-4)

Providing & erecting 3 Pole MCCB of 100A,415V capacity with short circuit rating 25 kA
(Ics=100% of Icu) adjustable thermal (overload) setting and fixed magnetic setting with
23 provided leads, provision for nstallation of shunt/ UV/ trip alarm contact and MCCB should
have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no.
SW-SWR/MCCB
(5309*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d) 1 5,574.00 Each 5,574.00
(PWD Elect. CSR 2022-23 P. No. 93, I. No. 5-5-1)

24 Supplying
complete.
and erecting iron clad cut out HC type 415V 63A erected on polished wooden block

(381*1.05%) Add 5% as per Ref. PWD Elect. CSR 2022-23 General Note 12d) 3 400.00 Each 1,200.00
(PWD Elect. CSR 2022-23 P. No. 102, I. No. 5-10-3)
Total Net Cost 200,094.00
Say 200,100.00
Sectional Engineer Sub-Divisional Engineer
R.W.S Sub Division R.W.S Division
KANNAD KANNAD

`
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
DISTRIBUTION SYSTEM LENGTH = 2002 M
WORK DONE
ABSTRACT
Sr. No Item Description Qty. Rate Unit Amount WORK DONE

A. Material

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC
pipes suitable for potable water with solvent cement joints including cost of
couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and
1 GOM in all respect, including transportation, freight charges, inspection charges,
loading, unloading, conveyance to the departmental stores and stacking the
same inclosed shed duly protected from sun rays and rains including cost of
jointing material i.e.solvent cement, etc. complete (self fit type to be jointed
with cement solvent).

160 mm Working Pressure 6 Kg./Sq.cm 2002.00 700.00 Rmt 1,401,400.00 1,401,400.00

MJP SSR 2021-22 Section I (II) Page No. 76

Providing and supplying ISI standard PVC specials and fittings including
2 transportation to stores/site, loading, unloading charges excluding GST levied by 1.00 5,344.00 LS JOB 5,344.00 5,344.00
GOI & GOM at site of work etc. Complete.
As per vouchers produced & actual consumption.
10% of cost of pipes

Providing ISI standard R.C.C. pipes in standard lengths of following class and
diameter suitable for either collar joints or rubber ring joints, excluding GST lev-
ied by GOI & GOM in all respect including inspection charges, transport to
3 departmental stores, unloading and stacking etc. complete as per IS-458/1988.
One collar should be supplied with each full length plain ended RCC pipe, cost
including in rates below. One rubber ring should be supplied with each full
length of socketed pipe, cost included in rates below.

300 mm Dia. RCC NP II PIPES 0.00 510.00 Rmt - -

MJP DSR 2021-22 SECTION- I(V) Sr.No.1d pg.no.96,97

Providing double flange sluice valve confirming for IS- 14846 including worn gear
arrangements as per test pressure, stainless steel spindle, caps, including
4 inspection charges, transportation upto departmental store, unloading, stacking
excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass
arrangement - PN-1.
100 mm Reflux valve 2.00 6,835.00 Nos. 13,670.00 13,670.00
MJP DSR 2021-22 SECTION- I(XII) Sr.No.2 pg.no.132

5 Providing and supplying ISI mark CI/DF reflux valve (non return valves) of
following dia etc…
100 mm CI/DF 2.00 5,713.00 nos 11,426.00 11,426.00
B. LABOUR
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel
and soft murum, including removing the excavated material upto a distance of
6 50 metres and lifts as below, stacking and spreading as directed, manual
dewatering, preparing the bed for foundation and excluding backfilling, etc.
complete.
Average rate as per SH.B 1379.80 184.50 Cum 254,573.00 254,573.00
MJP DSR 2021-22 Section E Sr.No.1 Pg. No. 42

Filling in plinth and floors murum bedding in trenches with approved murum
7 from excavated materials from foundation 15cm to 20cm layers including
watering and compaction complete.
Murum selected from excavated stuff 210.21 84.00 Cum 17,658.00 17,658.00
MJP DSR 2021-22 Section E Sr.No.16 Pg.No.45
 ABSTRACT
Sr. No Item Description Qty. Rate Unit Amount WORK DONE

Lowering Laying and jointing with P.V.C pipes and specials of following class and
diameter including cost of conveyance from source to site of works including
8 cost of all labour,material,except cement solvent,rubber ring,as per IS code
etc.complete (with cement solvent joint/ring fit joint)
Working Pressure 4 kg/cm2
160 mm Working Pressure 6 Kg./Sq.cm 2002.00 25.00 Rmt 50,050.00 50,050.00
MJP DSR 2021-22 Section I(II) Sr.No.4 Pg. No.80

Hydraulic testing of PVC pipe line tospecified pressure including cost of

allmaterials and labour and water for testing forspecified length including
cutting, placing endcap making arrangement for filling safe waterusing
9 reciprocating type pumps which shouldbe able to provide specified test
pressuregauges and other necessary equipments,labour, operation charges, etc.
required fortesting. The rate under this item shall alsoinclude cost of retesting, if
necessary andreinstating to original position.

160 mm Working Pressure 6 Kg./Sq.cm 2.0020 2,481.00 km 4,967.00 4,967.00

MJP SSR Section I(II) Sr.No.5 Pg. no. 80

Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with
collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints
10 (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from
stores to site of work, cost of jointing material, labour, etc. complete as directed
by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.

300 MM RCC Class 'NP-II' PIPE 0.00 143.00 Rmt - -

MJP DSR 2021-22 Item No. 2(VII) Sec. I (V) pg.no.98

Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and
11 sluice valves including cost of all labors jointing material including nutbolts and
giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )

100 mm Reflux valve 2.00 2,272.00 Nos. 4,544.00 4,544.00

MJP DSR 2021-22 Item No. 4a Sec. I (XII) pg.no.135

Providing and fixing in position air valve shaft including providing and fixing GI
Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of
air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the
12 air valve tee including encasing of vertical shaft in PCC M-150 as shown in type
design together with providing and making flanged joints wherever required and
fixing of air valve tee, etc. complete as per type design and as directed by
Engineer -in- charge for following diameters of pipe lines (type design attached.)

32 MM 4.00 5,578.00 Nos 22,312.00 22,312.00

MJP DSR 2021-22 Item No. 5a Sec. L pg.no.223

Refilling the trenches with available excavated stuff with soft material first over
13 pipeline and then hard material in 15 cm layers with all leads and lifts including
consolidation, surcharging, etc. complete.
Net volume of refilling 4034.03 84.00 Cum 338,859.00 338,859.00
MJP DSR 2021-22 Item No. 15 Sec.E pg.no.45

Providing and constructing B.B. masonry valve chamber with 15 cm thick

14 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5
Proportion precast RCC frame and cover, etc. complete as directed by Engineer-
in-charge.
As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab 4.00 6,595.00 Nos 26,380.00 26,380.00
and cover.
Total Net Cost 2,151,183.00 2,151,183.00
Say 2,151,183.00 2,151,183.00
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
RCC ELEVATED SERVICE RESERVOIRS CAPACITY 45,000 LITERS STAGING 12M (Adool Kh)
ABSTRACT
Sr. No. Description Qty. Rate Unit Amount

1 Designing (aesthetically), and constructing RCC Elevated Service Reservoirs of following capacity with RCC
staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters
centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above
500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing
compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of
50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe
assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. providing
and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C. I.
manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way
and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with
locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three
coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to
internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory
water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on
the reservoir as per the directions of Engineer-in-charge.

a The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)
b The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S.
- 11682 / 1985 for R.C.C. staging of overhead tanks.
c For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is
also obligatory.
d The entire structure shall be in M-300 mix only.
e Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars
conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
f Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground
level.
g These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase
for E.S.R. above 2 lakh litres capacity.
h Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction
should be done in M-300.
i These rates are including the cost of uplift pressure if any and entire dewatering during execution. In
case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be
made as per site condition.
j All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP /
S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is
included in the rates mentioned below.
k 75% part rate shall be payable for reinforcement concrete and plastering items of containers of
E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as
incomplete.
l The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet,
outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of
erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer
face of outermost column.

m For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I.
specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm
thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper
anti-corrosive epoxy treatment from inside and outside.

n Below mentioned rates are for foundations with individual footing with bearing capacity of 20
tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing
capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This
% of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to
change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant
DSR item.

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

p The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per
metre variation in this staging height as below:
q Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II,
these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the
scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones.
(Seismic maps attached in this CSR).

RCC ESR Capacity 45000 litres 12 m staging Height, 3 m tank height

Capacity of ESR 45,000.00 Ltr.
Staging Height 12 Mtr.
Cost of 25,000 Litres Capacity 250,000.00 975,465.00 Job 975,465.00
Cost of further 20,000 Litres Capacity 20,000.00 20.39 Ltr. 407,800.00
1,383,265.00
Deduct 5% for Seismic Zone II -5% -69,163.25
Total cost for 45000 Litres @ 12 m staging Height Job 1,314,101.75
MJP SSR P No. 214 Section K (II) Sr. No.4

2 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect
including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores,
unloading etc. complete as directed by Engineer-in-charge.
Inlet
 ABSTRACT
Sr. No. Description Qty. Rate Unit Amount

100 mm dia.CI.D./F pipes 20.00 1,813.00 Rmt 36,260.00

Outlet
125 mm dia.CI.D./F pipes 17.00 2,360.00 Rmt 40,120.00
Overflow
100 mm dia.CI.D./F pipes 20.00 1,813.00 Rmt 36,260.00
Washout
100 mm dia.CI.D./F pipes 17.00 1,813.00 Rmt 30,821.00
By Pass Arrangement
100 mm dia.DI.D./F pipes 17.00 1,813.00 Rmt 30,821.00
(MJP SSR 2021-22 P No. 72 Section I(I) I.No5

3 Providing And supplying ISI standard CI Flanged /s &S Specials Including all Statutory Duties &taxes such as
GST Levied by GOI &GOM in all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading
into truck Transport to Departmental Store /Site Unloading Stacking etc Complete D/F Specials 300 D/F
Specials Upto and Including 150 mm

80 mm to 300 mm dia 100.00 73.00 Kg 7,300.00

( M.J.P SOR 21-22P.NO 72 I.NO.6a)

4 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test
pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store,
unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete
Sluice valves PN-1 without bye-pass arrangement
100 mm dia. Sluice valve - Outlet/Distribution 1.00 8,548.00 Nos. 8,548.00
100 mm dia. Sluice valve - Bypass 1.00 6,835.00 Nos. 6,835.00
100 mm dia. Sluice valve - Washout 1.00 6,835.00 Nos. 6,835.00
(MJP SSR P No. 132 Section I(XII) 2a.iv)

Total Net Cost 1,517,900.00

SAY 1,517,900.00
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
RCC ELEVATED SERVICE RESERVOIRS CAPACITY 31,000 LITERS STAGING 12M (Adool Bk)
ABSTRACT
Sr. No. Description Qty. Rate Unit Amount

1 Designing (aesthetically), and constructing RCC Elevated Service Reservoirs of following capacity with RCC
staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters
centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above
500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing
compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of
50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe
assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. providing
and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C. I.
manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way
and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with
locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three
coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to
internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory
water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on
the reservoir as per the directions of Engineer-in-charge.

a The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)
b The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S.
- 11682 / 1985 for R.C.C. staging of overhead tanks.
c For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is
also obligatory.
d The entire structure shall be in M-300 mix only.
e Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars
conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
f Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground
level.
g These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase
for E.S.R. above 2 lakh litres capacity.
h Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction
should be done in M-300.
i These rates are including the cost of uplift pressure if any and entire dewatering during execution. In
case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be
made as per site condition.
j All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP /
S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is
included in the rates mentioned below.
k 75% part rate shall be payable for reinforcement concrete and plastering items of containers of
E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as
incomplete.
l The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet,
outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of
erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer
face of outermost column.

m For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I.
specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm
thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper
anti-corrosive epoxy treatment from inside and outside.

n Below mentioned rates are for foundations with individual footing with bearing capacity of 20
tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing
capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This
% of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to
change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant
DSR item.

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

p The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per
metre variation in this staging height as below:
q Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II,
these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the
scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones.
(Seismic maps attached in this CSR).

RCC ESR Capacity 31000 litres 12 m staging Height, 3 m tank height

Capacity of ESR 31,000.00 Ltr.
Staging Height 12 Mtr.
Cost of 25,000 Litres Capacity 250,000.00 975,465.00 Job 975,465.00
Cost of further 6,000 Litres Capacity 6,000.00 20.39 Ltr. 122,340.00
1,097,805.00
Deduct 5% for Seismic Zone II -5% -54,890.25
Total cost for 31000 Litres @ 12 m staging Height Job 1,042,914.75
MJP SSR P No. 214 Section K (II) Sr. No.4

2 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect
including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores,
unloading etc. complete as directed by Engineer-in-charge.
Inlet
 ABSTRACT
Sr. No. Description Qty. Rate Unit Amount

100 mm dia.CI.D./F pipes 20.00 1,813.00 Rmt 36,260.00

Outlet
125 mm dia.CI.D./F pipes 17.00 2,360.00 Rmt 40,120.00
Overflow
100 mm dia.CI.D./F pipes 20.00 1,813.00 Rmt 36,260.00
Washout
100 mm dia.CI.D./F pipes 17.00 1,813.00 Rmt 30,821.00
By Pass Arrangement
100 mm dia.DI.D./F pipes 17.00 1,813.00 Rmt 30,821.00
(MJP SSR 2021-22 P No. 72 Section I(I) I.No5

3 Providing And supplying ISI standard CI Flanged /s &S Specials Including all Statutory Duties &taxes such as
GST Levied by GOI &GOM in all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading
into truck Transport to Departmental Store /Site Unloading Stacking etc Complete D/F Specials 300 D/F
Specials Upto and Including 150 mm

80 mm to 300 mm dia 100.00 73.00 Kg 7,300.00

( M.J.P SOR 21-22P.NO 72 I.NO.6a)

4 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test
pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store,
unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete
Sluice valves PN-1 without bye-pass arrangement
100 mm dia. Sluice valve - Outlet/Distribution 1.00 8,548.00 Nos. 8,548.00
100 mm dia. Sluice valve - Bypass 1.00 6,835.00 Nos. 6,835.00
100 mm dia. Sluice valve - Washout 1.00 6,835.00 Nos. 6,835.00
(MJP SSR P No. 132 Section I(XII) 2a.iv)

Total Net Cost 1,246,710.00

SAY 1,246,710.00
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
WORK DONE
DISTRIBUTION SYSTEM LENGTH = 2002 M
MEASUREMENT
Measurements
Sr. No. Description Qty. Unit
L B D

A. MATERIAL

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC
pipes suitable for potable water with solvent cement joints including cost of
couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI
1 and GOM in all respect, including transportation, freight charges, inspection
charges, loading, unloading, conveyance to the departmental stores and
stacking the same inclosed shed duly protected from sun rays and rains
including cost of jointing material i.e.solvent cement, etc. complete (self fit
type to be jointed with cement solvent).

160 mm Working Pressure 6 Kg./Sq.cm 2,002.00 2,002.00 Rmt

Total Length (m) 2,002.00 Rmt
MB NO . 1101 PG NO .2 ITEM NO. 1

Providing and supplying ISI standard PVC specials and fittings including
2 transportation to stores/site, loading, unloading charges excluding GST levied
by GOI & GOM at site of work etc. Complete.
As per vouchers produced & actual consumption.

MB NO . 1101 PG NO .2 ITEM NO. 2

Providing ISI standard R.C.C. pipes in standard lengths of following class and
diameter suitable for either collar joints or rubber ring joints, excluding GST
lev-ied by GOI & GOM in all respect including inspection charges, transport to
3 departmental stores, unloading and stacking etc. complete as per IS-
458/1988. One collar should be supplied with each full length plain ended RCC
pipe, cost including in rates below. One rubber ring should be supplied with
each full length of socketed pipe, cost included in rates below.

300 mm Dia. RCC NP II PIPES 0 2.00 0.00 Rmt

Total Length (m) 0.00
MB NO . 1101 PG NO.15. ITEM NO. 4

Providing double flange sluice valve confirming for IS- 14846 including worn
gear arrangements as per test pressure, stainless steel spindle, caps, including
4 inspection charges, transportation upto departmental store, unloading,
stacking excluding GST levied by GOt & GOM in all respect etc.
complete.Without by pass arrangement - PN-1.
100 mm Reflux valve 2 2.00 Nos.
MB NO . 1101 PG NO.2. ITEM NO. 5

5 Providing and supplying ISI mark CI/DF reflux valve (non return valves) of
following dia etc…
100 mm CI/DF 2 2.00 Nos.
 MEASUREMENT
Measurements
Sr. No. Description Qty. Unit
L B D

Providing and supplying Air Valves as per IS-10845 and MJP’s

standard specifications double orifice type combined with screw down
isolating valve, small orifice elastic ball resting on a gun metal orifice
6 nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face
and drilled, including all taxes (Central and local), insurance, third party
inspection charges, loading, unloding, transportatoin upto departmental
stores / site, etc. complete.

a) Air Valve Single Ball Flanged Type - PN -1

32 MM 4 4.00 Nos

B. LABOUR
Excavation for foundation / pipe trenches in earth, soils of all types, sand,
gravel and soft murum, including removing the excavated material upto a
7 distance of 50 metres and lifts as below, stacking and spreading as directed,
manual dewatering, preparing the bed for foundation and excluding
backfilling, etc. complete.
Lift 0 to 1.5
Average Rate 1,379.80 Cum
MB NO . 1101 PG NO.13. ITEM NO. 7

Filling in plinth and floors murum bedding in trenches with approved murum
8 from excavated materials from foundation 15cm to 20cm layers including
watering and compaction complete.
160 mm Working Pressure 6 Kg./Sq.cm 2,002.00 0.70 0.15 210.21
Total Qty of Murrum Bedding 210.21 Cum
MB NO . 1101 PG NO.13. ITEM NO. 8

Lowering Laying and jointing with P.V.C pipes and specials of following class
and diameter including cost of conveyance from source to site of works
9 including cost of all labour,material,except cement solvent,rubber ring,as per
IS code etc.complete (with cement solvent joint/ring fit joint)-Working
Pressure 4 kg/cm2
160 mm Working Pressure 6 Kg./Sq.cm 2,002.00 2,002.00 Rmt
Total Length (m) 2,002.00 Rmt
MB NO . 1101 PG NO.14-15. ITEM NO. 10

Hydraulic testing of PVC pipe line tospecified pressure including cost of

allmaterials and labour and water for testing forspecified length including
cutting, placing endcap making arrangement for filling safe waterusing
10 reciprocating type pumps which shouldbe able to provide specified test
pressuregauges and other necessary equipments,labour, operation charges,
etc. required fortesting. The rate under this item shall alsoinclude cost of
retesting, if necessary andreinstating to original position.

160 mm Working Pressure 6 Kg./Sq.cm 2.0020 2.0020 km

MB NO . 1101 PG NO.15. ITEM NO. 11

Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with
collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints
11 (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance
from stores to site of work, cost of jointing material, labour, etc. complete as
directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.

300 MM RCC Class 'NP-II' PIPE 0.00 0.00 Rmt

Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves

12 and sluice valves including cost of all labors jointing material including
nutbolts and giving satisfactory hydraulic testing etc complete (Rates for all
class of valves )
100 mm Reflux valve 2.00 2.00 Nos.
100 mm CI/DF 2.00 2.00 Nos.
MB NO . 1101 PG NO.15. ITEM NO. 15 4.00

Providing and fixing in position air valve shaft including providing and fixing GI
Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of
air valve tee, providing PCC block of M-150 concrete, 150 mm thick around
13 the air valve tee including encasing of vertical shaft in PCC M-150 as shown in
type design together with providing and making flanged joints wherever
required and fixing of air valve tee, etc. complete as per type design and as
directed by Engineer -in- charge for following diameters of pipe lines (type
design attached.)
 MEASUREMENT
Measurements
Sr. No. Description Qty. Unit
L B D

32 MM 4.00 4.00 Nos

MB NO . 1101 PG NO.15. ITEM NO. 16
Refilling the trenches with available excavated stuff with soft material first
14 over pipeline and then hard material in 15 cm layers with all leads and lifts
including consolidation, surcharging, etc. complete.
Total Excavation 1,379.80 976
Deductions: A
a) Quantity of Murum bedding -210.21
b)
160 mm Working Pressure 6 Kg./Sq.cm -1 2,002.00 0.79 0.02560 -40.25
For CC Road 0.00
Net Deductions B -250.46
Net volume of refilling (A-B) 1,129.34 Cum
MB NO . 1101 PG NO.15. ITEM NO. 18

Providing and constructing B.B. masonry valve chamber with 15 cm thick

15 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M.
1:5 Proportion precast RCC frame and cover, etc. complete as directed by
Engineer-in-charge.
As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C 4.00 4.00 Nos
slab and cover.
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
DISTRIBUTION SYSTEM LENGTH = 6775 M
MEASUREMENT
Measurements
Sr. No. Description Qty. Unit
L B D

A. MATERIAL

Hydraulic testing of G. I. pipe line to specified pressure including cost of all

materials and labour and water for testing for the length upto 1km using
12 reciprocating type pumps which should be able to provide specified test
pressure gauges and other necessary equipments, labour operation charges
etc. required for testing, The rates under this item shall also include cost of
retesting if necessaryand reinstating to original position.
65 mm DIA. G.I. MEDIUM class 0.0300 0.0300 Km

Providing and laying in situ Cement Concrete M-15 of trap/ granite /

quartzite / gneiss metal for foundation and bedding including bailing out
16 water, form work, compaction, curing, etc. complete. (Cement 5.90 bags /
cum)
Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38
For road reconstruction
For CC Road 476.20 0.70 0.15 50.00 Cum
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
DISTRIBUTION SYSTEM LENGTH = 2002 M
WORK TO BE DONE
ABSTRACT
Sr. No Item Description Qty. Rate Unit Amount WORK TO BE DONE

A. Material

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC
pipes suitable for potable water with solvent cement joints including cost of
couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and
1 GOM in all respect, including transportation, freight charges, inspection charges,
loading, unloading, conveyance to the departmental stores and stacking the
same inclosed shed duly protected from sun rays and rains including cost of
jointing material i.e.solvent cement, etc. complete (self fit type to be jointed
with cement solvent).

160 mm Working Pressure 6 Kg./Sq.cm 2002.00 105.00 Rmt 210,210.00

90 mm Working Pressure 4 Kg./Sq.cm 0.00 146.00 Rmt -
160 mm Working Pressure 4 Kg./Sq.cm 0.00 480.00 Rmt -
180 mm Working Pressure 4 Kg./Sq.cm 0.00 809.00 Rmt -
200 mm Working Pressure 4 Kg./Sq.cm 0.00 658.00 Rmt -
MJP SSR 2021-22 Section I (II) Page No. 76

Providing and supplying ISI standard PVC specials and fittings including
2 transportation to stores/site, loading, unloading charges excluding GST levied by 1.00 5,344.00 LS JOB 5,344.00
GOI & GOM at site of work etc. Complete.
As per vouchers produced & actual consumption.
10% of cost of pipes

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by
GOI & GOM in all respect, inspection charges, transportation to stores, etc.
3 complete as per IS-1239/2004.
Note : One coupler shall be provided with each full length of pipe cost of which
is included in rates below.
Err:509 Err:509 419.00 Rmt Err:509
MJP DSR-2021/22 Sec.I (III) Pg.No 82 Item No. 1B

Providing ISI standard R.C.C. pipes in standard lengths of following class and
diameter suitable for either collar joints or rubber ring joints, excluding GST lev-
ied by GOI & GOM in all respect including inspection charges, transport to
4 departmental stores, unloading and stacking etc. complete as per IS-458/1988.
One collar should be supplied with each full length plain ended RCC pipe, cost
including in rates below. One rubber ring should be supplied with each full
length of socketed pipe, cost included in rates below.

300 mm Dia. RCC NP II PIPES 0.00 510.00 Rmt -

MJP DSR 2021-22 SECTION- I(V) Sr.No.1d pg.no.96,97

Providing double flange sluice valve confirming for IS- 14846 including worn gear
arrangements as per test pressure, stainless steel spindle, caps, including
5 inspection charges, transportation upto departmental store, unloading, stacking
excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass
arrangement - PN-1.
65 mm C.I. D/F 0.00 4,966.00 Nos. -
100 mm Reflux valve 2.00 5,132.00 Nos. 10,264.00
MB NO . 1101 PG NO.2. ITEM NO. 5 0.00 6,835.00 Nos. -
125 mm C.I. D/F 0.00 8,548.00 Nos. -
200 mm C.I. D/F 0.00 18,581.00 Nos. -
MJP DSR 2021-22 SECTION- I(XII) Sr.No.2 pg.no.132

Providing and supplying C.I. D/F angle type spring loaded pressure relief valves
6 of approved make and quality including inspection charges, transportation to
departmental stores excluding GST levied by GOI & GOM in all respect etc.
complete.
80 mm C.I. D/F 0.00 10,171.00 Nos. -
MJP DSR 2021-22 Item No. 18.iv Sec. I (XII) pg.no.141

B. LABOUR
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel
and soft murum, including removing the excavated material upto a distance of
6 50 metres and lifts as below, stacking and spreading as directed, manual
dewatering, preparing the bed for foundation and excluding backfilling, etc.
complete.
Average rate as per SH.B 1379.80 216.02 Cum 298,064.00
 ABSTRACT
Sr. No Item Description Qty. Rate Unit Amount WORK TO BE DONE

MJP DSR 2021-22 Section E Sr.No.1 Pg. No. 42

Excavation for foundation / pipe trenches in hard murum including removing the
excavated material upto a distace of 50 M and lifts as below, stacking and
7 spreading as directed by Engineer-in-charge, normal dewatering, preparing the
bed for foundation and excluding backfilling, etc. complete.

Average rate as per SH.B #REF! 170.00 Cum #REF!

MJP DSR 2021-22 Section E Sr.No.2 Pg. No.42

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M.
road including removing the excavated material upto a distance of 50 M beyond
8 the area and lifts as below, stacking and spreading as directed by Engineer-in-
charge, normal dewatering, preparing the bed for foundation and excluding
backfilling, etc. complete. (Bd- A-3/259)

Lift 0 to 1.5 #REF! 192.00 Cum #REF!

MJP DSR 2021-22 Section E Sr.No.3 Pg. No.42

Excavation for foundation / pipe trenches in soft rock and old cement and lime
masonry foundation asphalt road including removing the excavated material
9 upto a distance of 50 M beyond area and lifts as below, stacking as directed by
Engineer-in-charge, normal dewatering, preparing the bed for foundation and
excluding backfilling, etc. complete.
Average rate as per SH.B 0.00 572.00 Cum -
MJP DSR 2021-22 Section E Sr.No.5 Pg.No.42

Excavation for foundation / pipe trenches in hard rock and concrete road by
chiselling, wedging, line drilling by mechanical means or by all means other than
7 blasting including trimming and levelling the bed, removing the excavated
material upto a distance of 50 metres beyond the area and lifts as below,
stacking as directed by Engineer-in-charge, normal dewatering, excluding
backfilling, etc. complete by all means. (Bd-A-6/259)
Average rate as per SH.B 0.00 1,017.00 Cum -
MJP DSR 2021-22 Section E Sr.No.7 Pg.No.43

Filling in plinth and floors murum bedding in trenches with approved murum
8 from excavated materials from foundation 15cm to 20cm layers including
watering and compaction complete.
Murum selected from excavated stuff 210.21 84.00 Cum 17,658.00
MJP DSR 2021-22 Section E Sr.No.16 Pg.No.45

Lowering Laying and jointing with P.V.C pipes and specials of following class and
9 diameter including cost of conveyance from source to site of works including
cost of all labour,material,except cement solvent,rubber ring,as per IS code
etc.complete (with cement solvent joint/ring fit joint)
Working Pressure 4 kg/cm2
160 mm Working Pressure 6 Kg./Sq.cm 2002.00 25.00 Rmt 50,050.00
90 mm Working Pressure 4 Kg./Sq.cm 0.00 31.00 Rmt -
160 mm Working Pressure 4 Kg./Sq.cm 0.00 46.00 Rmt -
180 mm Working Pressure 4 Kg./Sq.cm 0.00 51.00 Rmt -
200 mm Working Pressure 4 Kg./Sq.cm 0.00 55.00 Rmt -
MJP DSR 2021-22 Section I(II) Sr.No.4 Pg. No.80

Hydraulic testing of PVC pipe line tospecified pressure including cost of

allmaterials and labour and water for testing forspecified length including
cutting, placing endcap making arrangement for filling safe waterusing
10 reciprocating type pumps which shouldbe able to provide specified test
pressuregauges and other necessary equipments,labour, operation charges, etc.
required fortesting. The rate under this item shall alsoinclude cost of retesting, if
necessary andreinstating to original position.

160 mm Working Pressure 6 Kg./Sq.cm 2.0020 2,481.00 km 4,967.00

90 mm Working Pressure 4 Kg./Sq.cm 0.0000 3,721.00 km -
160 mm Working Pressure 4 Kg./Sq.cm Err:509 4,961.00 km Err:509
180 mm Working Pressure 4 Kg./Sq.cm Err:509 6,202.00 km Err:509
200 mm Working Pressure 4 Kg./Sq.cm Err:509 6,202.00 km Err:509
MJP SSR Section I(II) Sr.No.5 Pg. no. 80

Lowering, laying and jointing G. I. pipes and specials of following class and
11 diameter including conveyance from stores to site of works, all labour, etc.
complete either underground or in vertical position, as directed by Engineer-in-
charge.
Err:509 Err:509 105.00 Rmt Err:509
100 mm gi 0.00 129.00 -
 ABSTRACT
Sr. No Item Description Qty. Rate Unit Amount WORK TO BE DONE

MJP DSR 2021-22 SECTION- I(III) Sr.No.2B Pg.no.83

Hydraulic testing of G. I. pipe line to specified pressure including cost of all

materials and labour and water for testing for the length upto 1km using
12 reciprocating type pumps which should be able to provide specified test
pressure gauges and other necessary equipments, labour operation charges etc.
required for testing, The rates under this item shall also include cost of retesting
if necessaryand reinstating to original postion.
Err:509 Err:509 11,163.00 km Err:509
#REF! 0.0000 12,403.00 km -
100 mm gi 0.0000 13,643.00 -
MJP DSR 2021-22, I.No 3.B Page No.84

Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with
collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints
13 (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from
stores to site of work, cost of jointing material, labour, etc. complete as directed
by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.

300 MM RCC Class 'NP-II' PIPE 0.00 143.00 Rmt -

MJP DSR 2021-22 Item No. 2(VII) Sec. I (V) pg.no.98

Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and
14 sluice valves including cost of all labors jointing material including nutbolts and
giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )

65 mm C.I. D/F Err:509 1,251.00 Nos. Err:509

100 mm Reflux valve Err:509 1,738.00 Nos. Err:509
MB NO . 1101 PG NO.2. ITEM NO. 5 Err:509 2,272.00 Nos. Err:509
125 mm C.I. D/F 0.00 2,828.00 Nos. -
200 mm C.I. D/F 0.00 3,714.00 Nos. -
MJP DSR 2021-22 Item No. 4a Sec. I (XII) pg.no.135

Lowering, laying and fixing in proper alignment and position all types of C.I. D/F
15 angle type spring loaded pressure relief valves including cost of all material,
labour, cost of conveyance from stores to site of work and giving satisfactory
hydraulic testing, etc. complete. (For all class of valves.)
80 mm C.I. D/F 0.00 457.00 Nos. -
MJP DSR 2021-22 Item No. 19..iv Sec. I (XII) pg.no.141

Providing and fixing C.I. road box including loading, unloading and carting to site
15 of work including all necessary excavation in all types of strata and fixing in
murum packing, etc. complete
100 mm x 225 mm (20 kg) 4.00 1,000.00 Nos 4,000.00
MJP DSR 2021-22 Item No. 5a Sec. L pg.no.223

Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite /
gneiss metal for foundation and bedding including bailing out water, form work,
16 compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1 50.00 5,640.00 Cum 282,000.00 282,000.00
Page No. 287 and B-7, Page No. 38
MJP DSR 2021-22 Item No. 1b Sec.G pg.no.49

Hydraulic testing of G. I. pipe line to specified pressure including cost of all

materials and labour and water for testing for the length upto 1km using
17 reciprocating type pumps which should be able to provide specified test
pressure gauges and other necessary equipments, labour operation charges etc.
required for testing, The rates under this item shall also include cost of retesting
if necessaryand reinstating to original position.
65mm dia 0.03 11,163.00 Cum 335.00 335.00
MJP DSR 2021-22 Item No. 15 Sec.E pg.no.45

Total Net Cost 282,335.00 282,335.00

Say 282,335.00 282,335.00
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
HDP CONTAINER
MEASUREMENT
Sr. No. Description Qty Rate Unit Amount

Providing and fixing H.D.P container one piece moulded water tank made
out of high density polythyle and built corrugated inclusive of delivery
upto destination hoisting and fixing of accessories such as inlet, outlet
overflow pipe inclusive of all tanks capacity between 200 to 1000 liters.
1 For 2 villages. 5000.00 14.00 Litre 70,000.00

PWD DSR 2021-22 Page No. 204 Sr.No.1422 Item 42.53 Total Net Cost 70,000.00
MB NO . 1101 PG NO.15. SUBWORK NO. 2 SAY 70,000.00
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
HDP CONTAINER
ABSTRACT
Sr. No. Description Qty Rate Unit Amount

Providing and fixing H.D.P container one piece moulded water tank made
out of high density polythyle and built corrugated inclusive of delivery
upto destination hoisting and fixing of accessories such as inlet, outlet
overflow pipe inclusive of all tanks capacity between 200 to 1000 liters.
1 For 2 villages. 1000.00 13.00 Litre 13,000.00

PWD DSR 2021-22 Page No. 204 Sr.No.1422 Item 42.53 Total Net Cost 13,000.00
MB NO . 1101 PG NO.15. SUBWORK NO. 2 SAY 13,000.00
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
FUNCTIONAL HOUSEHOLD TAP CONNECTION (FHTC)
WORK DONE
MEASUREMENT
Sr. No Item Description Qty Rate Unit Amount

Providing and making UPVC/MDPE pipe consumer service

connection on Distribution main by drilling hole with suitable
means , including all labour , UPVC/MDPE Pipe of required
length with or without Road crossing as described below,
including cost of specials like Saddle/Clamp Saddle of suitable
material, and diameter suitable for Distribution main,
15mm /20mm/ 25mm respective Dia Heavy duty
Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and
Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of
1 suitable material and sundry materials as per requirment,
including providing and fixing medium duty 15.mm brass bib
tap, GI casing pipe of suitable diameter of 32mm/ 40mm/
50mm respectively of required length for Road crossing,
including requird labour for excavation in all types of strata up
to the depth of 0.75m or as per site requirement,all types of
plumbing fittings, refilling , Closing the water supply in that
area, dewatering, hydraulic testing and restarting the water
supply ,transportation of material etc. complete as directed by
Engineer in

A) Household Connection without water meter (Comression

Saddle+ISI Mark Ferrul) for HDPE & PVC pipe

For MDPE/UPVC Pipe Service Connection on Disribution main.

(Without Road Crossing) 30 2501 Nos 75,030.00
For 15 mm Service connection

MJP SSR 2021-22 Section H Sr.No. 17 Pg.No. 65

Total Net Cost 75,030.00
SAY 75,030.00
MB NO . 1101 PG NO.15. SUBWORK NO. 3
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
FUNCTIONAL HOUSEHOLD TAP CONNECTION (FHTC)
WORK DONE
ABSTRACT
Sr. No Item Description Qty Rate Unit Amount

Providing and making UPVC/MDPE pipe consumer service

connection on Distribution main by drilling hole with suitable
means , including all labour , UPVC/MDPE Pipe of required
length with or without Road crossing as described below,
including cost of specials like Saddle/Clamp Saddle of suitable
material, and diameter suitable for Distribution main,
15mm /20mm/ 25mm respective Dia Heavy duty
Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and
Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of
1 suitable material and sundry materials as per requirment,
including providing and fixing medium duty 15.mm brass bib
tap, GI casing pipe of suitable diameter of 32mm/ 40mm/
50mm respectively of required length for Road crossing,
including requird labour for excavation in all types of strata up
to the depth of 0.75m or as per site requirement,all types of
plumbing fittings, refilling , Closing the water supply in that
area, dewatering, hydraulic testing and restarting the water
supply ,transportation of material etc. complete as directed by
Engineer in

A) Household Connection without water meter (Comression

Saddle+ISI Mark Ferrul) for HDPE & PVC pipe

For MDPE/UPVC Pipe Service Connection on Disribution main.

(Without Road Crossing) 30 2501 Nos 75,030.00
For 15 mm Service connection

MJP SSR 2021-22 Section H Sr.No. 17 Pg.No. 65

Total Net Cost 75,030.00
SAY 75,030.00
MB NO . 1101 PG NO.15. SUBWORK NO. 3
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
INFORMATION DISPLAY BOARD
MEASUREMENT
Sr. No Item Description Qty Rate Unit Amount

Providing and fixing board displaying information, such as 'Name of work,

Tender cost, Name of Contractor, Work completion and liability period etc',
having rectangular shape of 1.20m x 0.90m size made out 18 gauge
(1.25mm) thick mild steel sheet painted with one coat of Zinc chromate
stoving primer and two coats of enamel paint on front side and grey stove
enamel on back side and border / messages / symbols etc. with approved
1 colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with 1.00 9284.00 Nos 9,284.00
properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted
including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m
long painted with alternate black and white bands of 25 cm width including
all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60
cm x 75 cm including, excavation, refilling, transportation, and labour etc
complete. Spec. No. As directed by Engineer in Charge

TOTAL 9,284.00
PWD SSR 2021-22 Page No. 204 Sr.No.47 Item 6.36 SAY 9,284.00
MB NO . 1101 PG NO.15. SUBWORK NO. 4
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
WORK DONE
INFORMATION DISPLAY BOARD
ABSTRACT
Sr. No Item Description Qty Rate Unit Amount

Providing and fixing board displaying information, such as 'Name of work,

Tender cost, Name of Contractor, Work completion and liability period etc',
having rectangular shape of 1.20m x 0.90m size made out 18 gauge
(1.25mm) thick mild steel sheet painted with one coat of Zinc chromate
stoving primer and two coats of enamel paint on front side and grey stove
enamel on back side and border / messages / symbols etc. with approved
1 colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with 1.00 9284.00 Nos 9,284.00
properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted
including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m
long painted with alternate black and white bands of 25 cm width including
all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60
cm x 75 cm including, excavation, refilling, transportation, and labour etc
complete. Spec. No. As directed by Engineer in Charge

TOTAL 9,284.00
PWD SSR 2021-22 Page No. 204 Sr.No.47 Item 6.36 SAY 9,284.00
MB NO . 1101 PG NO.15. SUBWORK NO. 4
 JAL JEEVAN MISSION
RURAL WATER SUPPLY DIVISION ZILLA PARISHAD, AURANGABAD
GIDHADA WATER SUPPLY SCHEME
Tal. Paithan Dist. Aurangabad
TRIAL & RUN OF SCHEME FOR SINGLE VILLAGE
WORK TO BE DONE
MEASUREMENT CUM ABSTRACT
Sr. No. Description QTY Rate Unit Amount

Commisioning running and maintaining the scheme to

quantities, rate capacity, including manning necessory personnel
such as operator, valveman, etc, as pr requirements of the
scheme and who should also administer chemical dose for a
1 3.00 26244.00 Month 78,732.00
period of one month for individual scheme together with
training of personnel spared by MJP/ Local Body and handling
over the scheme to Local Body after completion of the above
period as directed by Engineer - in charge.

For single village (3 Months) TOTAL 78,732.00

(M.J.P. SOR 21-22 P. No 232 I.No.1a) SAY 78,732.00