Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Sagavadia-2, Tal. Santrampur, District: Mahisagar [2nd attempt]

Name of Work :Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At

Village: Sagavadia-2, Tal. Santrampur, District: Mahisagar [2nd attempt]

Memorandum showing items of work to be carried out

Estimated Rates Incl.1% L.C. Total

Item Quantities according

Item of work Unit

No. estimate In figure to

In Words estimated

Excavation of pipeline

trenches/foundation trenches

in the strata shown below

including depositing the

excavated stuff as and where

1 directed upto lead of 50 Mts.

and 6.0 Mt lift of excavation

below average G.L. including

refilling, cleaning the site with

thin jungle cutting but

excluding dewatering if any.

881.86 All Sort Soil Up To 1.50mt. 221.19 Twenty One Cmt

1121.88 Hard Murrum Up To 1.50 mt. 386.83 Six And Eighty Cmt

1227.01 Soft Rock Up To 1.50 mt. 496.92 Ninety Six And Cmt

125.83 Soft Rock 1.50 to 3.0 mt. 552.47 Two And Forty Cmt

159.25 Soft Rock 3.0 to 5.0 mt. 662.56 Cmt

79.63 Soft Rock 5.0 to 6.0 mt. 718.11 Eighteen And Cmt

19.63 Soft Rock 6.0 to 7.0 mt. 748.41 Eight And Cmt

Forty One Paise

Providing and laying hand

mixed and unvibrated plain

cement concrete as under of

different proportion for

foundation lain in situ including

finishing,curring, and lead upto

50 Mt. Moreover, lift 1.5 Mt.

30.86 P.C.C.1:3:6 4401.58 Hundred One Cmt

And Fifty Eight

5.76 P.C.C.1:4:8 3522.88 Twenty Two Cmt

Providing B.B.Masonary IInd

class using British size

conventional bricks in cement

mortar of prop. (1:6) for

foundation plinth and super

3 structure including striking out

joints 20mm deep with curing

finishing joints and providing

scaffolding as directed with all

leads and all lifts

10.20 ( A ) For plinth. 8460.77 Cmt

11.32 ( B ) For Superstructure 8994.05 Cmt

Providing plaster of cement and Rupees One

sand in 1:3 proportion including Hundred

4 151.17 preparing surface providing 175.74 Seventy Five Smt

scaffolding,finishing curing as And Seventy

directed etc.complete. Four Paise Only

Extra over item no. 8 for Rupees Sixty

finishing with floating coat of One And Sixty

neat cement slurry…….. etc. One Paise Only

Providing white or colour wash

in three coats including

6 151.17 15.15 And Fifteen Smt

scaffolding, cleaning surface

Filling in plinth with sand under Rupees Eight

fllors including consolideting, Hundred Eighty

7 6.32 watering, raming and dressing 882.74 Two And Cmt

etc.complete. Seventy Four

Earth work from borrow pits of

excavated selected soil for

plinth filling or back filling Rupees One

around kundi including laying in Hundred Eighty

8 8.88 layers breaking clods, providing 181.80 One And Cmt

specified, watering, Eighty Paise

consolidating as directed Only

dressing as per design section

with all lead and Lift.

Providing and fixing in position

T.M.T. Bar reinforcement or tor

steel bars reinforcement as per Rupees

detail drawing and design Seventy Four

9 3964.57 including cutting bending and 74.74 And Seventy Kg

binding in position with binding Four Paise

wires as directed with all leads Only

and lifts etc. complete.

Providing and laying in position

RCC as under proportion using

cement sand and crushed

aggregate (25 mm and under)

for plinth course, lintels, slabs,

beams, columns,

chajja,lofts,barrels,etc.

10 56.37 5784.27 Eighty Four Cmt

including cost of frame work

providing and shuttering

finishing,curring as directed

with all leads and lifts

Providing and laying I.P.S.

flooring of plain cement

concrete 40 mm thick in

proportion (1:2:4) using

crushed aggregate (20mm and

11 14.05 488.84 Eight And Smt

under)laid in situ over 120 mm

thick B.B.C.C. (1:5:10) including

temping smooth finishing

curing lining as directed with all

leads and lifts etc.complete.

Providing cement and sand vata

(10 cm x 10 cm) size quarter Rupees

around in cement mortar 1:1 prop. Thirteen And

Including net cement finishing Thirteen Paise

watering etc.complete. Only

Providing and fixing

RC.C.precast jali 40mm thick Rupees Five

for ventilator or of approved Hundred One

13 0.54 quality and design including 501.97 And Ninety Smt

fixing in position curing Seven Paise

finishing as directed Only

Providing laying & joining in

standerd length ISI Mark regied

unplasticised PVC pipes

Suitable for Irrigation water

with self fit joint including

14 necessary fittings like

Tee,Bend,Coupler,reducer,End

cap joining material (cement

Solvent ) of following class and

dia as per IS specification

No.4985 / 2000 etc. comp.

UPVC Pipe 4 Kg/ Cm^2

340.00 160 mm Dia 386.83 Six And Eighty Rmt

329.00 140 mm Dia 294.92 Ninety Four Rmt

3600.50 110 mm Dia 192.91 Ninety Two Rmt

Providing and fixing in position

R.C.C. pipe of NP2 class are as per

IS 458 1988 of following dia. with

collar including caulking joints in

cm.(1:1) using jute string soaked in

cement slurry and finishing joints

and laying pipe to the designed

grade and levels including making

connections with masonary

chambers testing of pipe line as

per design condition curing as

directed with all leads and lifts

40.00 NP 2 600 mm dia 1574.59 Rmt

43.92 NP 2 150 mm dia 369.66 Rmt

Providing and jointing ISI

marked M.S.pipe of requiered

length with M.S,Flange of

following dia by necessary

cutting & welding works &

laying the same in excavated

trench of rising main, suction /

delivery of pump motor. after

16 laying the flanged pipes joint

with necessary nut bolt of

requier size by using rubber

packing of requier thickness .

after fitting M.S.Pipe. Paint the

M.S. pipe wih anticorrsive paint

etc comp. (As per I.S.

150 mm dia (5.40 mm thick ) Seven And

Fifty One Paise

100 mm dia (5.40 mm thick ) Seventy Seven

Providing,supplying & fixing ISI

Mark G.I.Pipe with couplings of

following diameter and class

54.00 50 mm Dia. 390.87 And Eighty Seven Rmt

65.00 80 mm Dia. 631.25 One And Rmt

Providing and Fixing I S I mark

following class & dia of

different type of valves with

necessary fittings of standerded

design and specification incl.

testing with all leads and lifts

(A) Single Acting Air Valve

27.00 1593.78 Ninety Three N0

(B) Double Acting Air Valve

2.00 50 mm Dia. 2903.75 Hundred Three N0

Five Paisa Only

(C ) Sluice Valve

6.00 150 mm dia 6506.42 Hundred Six N0

2.00 (D) Reflux valve 100 mm dia 6062.02 Two And Two N0

Providing and fabricating and

Fixing Steel platforms on R.C.C.

jack well of different diameter

with walk way and railing

19 33.26 around jack well including 6507.43 Smt

fabrication, errection work

Size of Platform (4500 mm dia)

Supplying & Fixing Road Sign

Board of M S Plate & Angel Iron

Incl Painting Lettering Etc Comp

20 0.94 Incl Fixing in C C ( 1: 4 : 8 ) With 2410.87 Smt

necessary Excavation Etc Comp

As per I R C Type Design (Non

Reflective Type)

Providing & fixing 45cm x 30 cm Rupees Three

x 2.5 cm thick year plate of Hundred Thirty

21 1.00 marble stone set in CM. 1:1 331.28 One And No

including finishing and Twenty Eight

engraving leters etc. Comp. Paise Only

Providing & fixing M.S. channel

section/Angle section (medium

weight) including fabricating,

applying two coats of oil paint Rupees Thirty

over one coat of anti corrosive Eight And Forty

paints with fixing over wall of Nine Paise

pump room / RCC pillar etc. Only

Structural work for pump

lowering arrangment

Providing & fixing Steel Doors

with angel 40 x 40 x 6 mm & Rupees Twenty

25 x 25 x 4 mm frame with Six Thousand

23 3.15 shutter of 16 gauge plate as per 2600.75 And Seventy Smt

approved drawing and design Five Paise

with two coats of approved oil Only

paint etc. Comp.

Providing & fixing Steel Window Rupees Three

with angel 40 x 40 x 6 mm & Thousand

25 x 25 x 4 mm frame with Seven Hundred

24 2.16 shutter of 16 gauge plate as per 3754.17 Fifty Four And Smt

approved drawing and design Seventeen

with two coats of approved oil Paise Only

paint etc. Comp.

Dewatering by pumping set of

require capacity including

temporary plateform carting

pumping at site and fixing the

25 250.00 same position incl all 37.11

Eleven Paise Hr

accessories and fuel and labour

(5.00 H.P.Engine x 50 hr =

Providing and fixing 10mm Rupees One

diameter M.S.bars welded Thousand Six

mesh Jali of cover over outlet Hundred

pipe on coat of anticorrosive oil Twenty Eight

painting three coats And Twelve

etc.complete. Paise Only

Providing & Fixing " u " steps

fabricated out of 16 mm dia M Rupees Ninety

S Bar As per Drawing & design Seven And

including applying Two coats of Ninety Seven

Oil paint over one coat of Paise Only

anticorrosive paintetc.Comp.

Providing and erecting monoset

three phase 400/440 Volt,50

c/s A.C supply & 2900 rpm

including lowering laying Rupees Forty

pipeline fixing of valves, panel Three

board & including fixing of NRV Thousand

on delivery side(Rising main to Three Hundred

over head tank) with required Twenty Nine

accessories Only

(2 set 15 H.P 20 LPS, 37 mt.

Providing & fitting A. C. Three Rupees Fifteen

phase Oil immeresed starter Thousand Four

29 2.00 (D.O.L.) star/ delta & A.T.S. 15441.02 Hundred Forty No

Type) with metering panel (11 One And Two

To 15 HP ) Paisa Only

Providing & fitting M.C.T.P.

main switchs of rewireable or I

I R C type fuses suitable for

v acceptable maks as per

30 2.00 6205.51 Hundred Five No

category-II & III approved by

Electrical Division, Govt. of Guj.

R&B Department.

Providing Three Core flate PVC

insulated water proof & flexible

copper cable used for the sub-

motor pump & shall confirming

31 to IS 690 size mm acceptable

makes finolex / Goodcab/

jainson/MG/ Reliance (1.5 to

sq.mm) sabar (25 sq.mm) PVC

320.00 Copper Cable 16.00 Sq.mm 538.38 Eight And Rmt

Providing and fitining Room

Wiring confirming Is694 for PVC Rupees Three

insulated Copper Wire 2.50 Hundred Sixty

Sq.mm With Standard Four And Sixty

Accessaries like PVC pipe One Paise Only

Switches plig saddle etc.comp

Approved make CFL Retrofit

33 3.00 13/15/18 watt erected if 153.52 Each

Three And Fifty

Providing & erecting Approved

make Celing fan with double

ball bearing ISI mark with

condenser A.C 230V.550

c/S.1200 mm sweep complete

34 1.00 canopy and 30 cm down rod 1631.15 Each

erected on existing hook or

clamp with 24/.2 3 core

flexibale wire with earthing

(make shall be approved by

engineer in charge)

Providing Indor type shunt

power capacitor with G.E.B.

test certificate with ISI mark as KVA

35 16.00 211.09 Eleven And

per IS 2834 (or Latest addition) R

(MMP) Type (Dry) Oil

impreganted) (4 KVAR Each)

Approved make E.L.C.Bs/RCCBs

confirm to IS: 12640 and havin

sensitivity of 30 mA and short

Circuit wiyhstand capacity of 6 Rupees Three

KA and suitable for opration on Thousand Forty

36 1.00 single phase 240 v having 3049.34 Nine And NO

characteristic of quick action & Thirty Four

do not incorporate any Paisa Only

electronic component.for

following Max.rating erected as

directed. 63 Amps.DP

Providning laying & jointing PVC Rupees One

Pipe & FTA ( Moulded Hundred

37 30.00 ) etc complete. 121.20 Twenty One No

Providning & laying Y joint etc

38 1.00 9597.02 Hundred No

Providning & laying Junction

39 1.00 11583.69 Hundred Eighty No

Box etc complete.

Three and Sixty

Diversion of water course/

Providing Coffer dam & Bound

of Island as may be Necessary

40 1.00 17170.00 Thousand One Job

for foundetion & Maintaining

the same for the period as may

be necessary etc.complete.

Providing Chain Pully Block with

Tripplr gear arrengement lifting

hook ,load chain, hand chain &

locking device with necessary

41 1.00 mounting gurder/structure,spur 17574.00 No

gear travilling trolly and all

(2.00 Tone Capacity) etc

Operation & Maintanance of

Lift Irrigation Scheme with Civil,

Mechnical and Electric

Maintainance including

formation and Registration of

co-opretive society of

42 5.00 beneficeries and handing over 192334.08 Year

charge to the Registered

Thirty Four and

society.Refer detailed item

specification for scope of work

and yearwise release of

payment on achieving

specified targets.

Rs. Seventy Three Lacs Seventy Two Thousand Eight Hundred Six Only

Deputy Executive Engineer, Executive Engineer,

SUB UNIT -3/2 UNIT-2(S.S.)

Lunawada Gandhinagar

(A) Total tendered amount Rs._______________________________

(B) Rebate on above tendered amount ( If any) ______% Rs._______________________________

(C) Net tender amount (A-B) Rs. _______________________________

Note :- "The other conditions of schedule - B will remain unchanged. Contractor shall state own NIL

percentage if no reduction is offered"

1) All works shall be carried out as per P.W.D. H.B. Vol. (I) & (II) and other specification of the

division or as directed

2) All the columns in Schedule should be filled in ink and the total entries in the last column

should be struck by the contractor under his signature.

3) Rates quoted included clearance of site (Prior commencement of work and at its close) in

all respect and hold good under all site conditions i.e moisture, weather etc.

4) The contractor shall exhibit a board as per Government vernacular No.TNC/1099/24-S

dated 8-11-1991 with detail specifications and details of work and amount involved at site at his

own cost as directed by Engineer -in-charge

Deputy Executive Engineer, Executive Engineer,

SUB UNIT -3/2 UNIT-2(S.S.)

Lunawada Gandhinagar

I/We am/are willing to carry out the work at…...................... %above/below percent(Should

Be written in figures and words)of the estimated rate mentioned above. Amount of my/our

tender works out as under.

Estimated amount put to tender Estimated amount putt o tender

Deduct………%below Add………%Above

In words In words

(C) For Item Rate Tender (For above INR 50Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

and reference to book of In In

specifications) figures Words

(A)Total Tendered Amount

(B)Rebate on above tendered amount (if any)%(in figure)………………………………

(C)Net Tendered Amount(A-B)(in figure)………………………………

1 The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rule si.e.1% of the work done.

3 GST and Income tax TDS will be deducted at source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt.G.R.:PRC-10/2017Cement Consumption/16/CDate:11/05/2017as state din

S.O.R .therefore in R.C.C .items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item

at the rate of input rate mentioned in all the tender.