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

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

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

Memorandum showing items of work to be carried out

Estimated Rates Incl.1%

Ite Total Amount

Ite Total Amount

m Quantities according to

Item of work Unit

No estimate In figure estimated

. In Words quantities

Excavation of pipeline

trenches/foundation trenches in

the strata shown below including

depositing the excavated stuff as

and where 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.

523.25 All Sort Soil Up To 1.50mt. 221.19 Cmt

629.84 Hard Murrum Up To 1.50 mt. 386.83 Eighty Six Cmt

575.53 Soft Rock ( Not requiring blasting) 496.92 Ninety Six Cmt

237.19 Soft Rock 1.5 to 3.0 mt. 552.47 Fifty Two Cmt

306.52 Soft Rock 3.0 to 5.0 mt. 662.56 Sixty Two Cmt

28.26 Soft Rock 5.0 to 6.0 mt. 718.11 Cmt

Providing and laying hand mixed

and unvibrated plain cement

concrete as under of different

proportion for foundation lain in

2 situ including temping smooth

finishing,curring, and lead upto

50 Mt. Moreover, lift 1.5 Mt.

86.44 P.C.C.1:2:4 4726.80 Hundred Cmt

10.08 P.C.C.1:3:6 4401.58 Hundred Cmt

16.18 P.C.C.1:4:8 3522.88 Hundred 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

etc. completed.

10.20 ( A ) For plinth. 8460.77 Hundred Cmt

11.32 ( B ) For Superstructure 8994.05 Cmt

Providing plaster of cement and Rupees One

sand in 1:3 proportion including Hundred

preparing surface providing Seventy Five

scaffolding,finishing curing as And Seventy

directed etc.complete. Four Paise

Extra over item no. 4 for finishing Rupees

with floating coat of neat Sixty One

5 151.17 cement slurry…….. etc. comp. 61.61 And Sixty Smt

Providing white or colour wash in Rupees

three coats including scaffolding, Fifteen And

cleaning surface etc.complete. Fifteen

Filling in plinth with sand under Rupees

fllors including consolideting, Eight

watering, raming and dressing Hundred

7 6.32 etc.complete. 882.74 Eighty Two Cmt

Earth work from borrow pits of

excavated selected soil for plinth

filling or back filling around kundi

including laying in layers breaking

8 42.57 181.80 Eighty One Cmt

clods, providing specified,

watering, consolidating as

directed dressing as per design

section with all lead and Lift.

Providing & fixing Steel Doors

with angel 40 x 40 x 6 mm &

x 25 x 4 mm frame with shutter

9 3.15 of 16 gauge plate as per 2600.75 Smt

approved drawing and design

with two coats of approved oil

paint etc. Comp.

Providing & fixing Steel Window Rupees

with angel 40 x 40 x 6 mm & 25 Three

x25 x 4 mm frame with shutter of Thousand

16 gauge plate as per approved Seven

10 2.16 drawing and design with two 3754.17 Hundred Smt

coats of approved oil paint etc. Fifty Four

Providing and fixing in position

T.M.T. Bar reinforcement or tor

steel bars reinforcement as per

detail drawing and design

11 4775.35 including cutting bending and 74.74 Kg

binding in position with binding

wires as directed with all leads

and lifts etc. complete.

Providing and laying in position

RCC as under proportion using

cement sand and crushed Rupees Five

aggregate (25 mm and under) for Thousand

plinth course, lintels, slabs, Seven

beams, columns, Hundred

chajja,lofts,barrels,etc. including Eighty Four

cost of frame work providing and And Twenty

shuttering temping smooth Seven Paisa

finishing,curring as directed with Only

all leads and lifts etc.complete.

Providing and laying I.P.S.

flooring of plain cement concrete

40 mm thick in proportion (1:2:4)

using crushed aggregate (20mm

and under)laid in situ over

13 14.05 488.84 Eighty Eight Smt

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

including temping smooth

finishing curing lining as directed

with all leads and lifts

Providing cement and sand vata Rupees

(10 cm x 10 cm) size quarter Thirteen

14 34.24 around in cement mortar 1:1 13.13 And Rmt

prop. Including net cement Thirteen

finishing watering etc.complete. Paise Only

Providing and fixing RC.C.precast Rupees Five

jali 40mm thick for ventilator or Hundred

of approved quality and design One And

including fixing in position curing Ninety

finishing as directed Seven Paise

etc.complete. Only

Providing laying & joining in

standerd length ISI Mark regied

unplasticised PVC pipes Suitable

for Irrigation water with self fit

joint including necessary fittings

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

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 etc.complete

50.00 NP 2 600 mm dia 1574.59 Rmt

42.00 NP 2 150 mm dia 369.66 Sixty Nine 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.

18 after 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. 3589/2001,

147.00 1667.51 Sixty Seven Rmt

125 mm dia (5.40 mm thick )

100 mm dia (5.40 mm thick ) Seventy

Providing,supplying & fixing ISI

Mark G.I.Pipe with couplings of

following diameter and class etc.

42.00 50 mm Dia. 390.87 Ninety And Rmt

Providing and Fixing I S I mark

following class & dia of different

type of valves with necessary

20 fittings of standerded design and

specification incl. testing with all

leads and lifts etc.complete.

(A) Single Acting Air Valve

21.00 1593.78 Ninety N0

(B) Double Acting Air Valve

(C ) Sluice Valve

6.00 150 mm dia 6506.42 Hundred Six N0

1.00 (D) Reflux valve 125mm dia 7581.06 N0

2.00 Reflux valve 100mm dia 6062.02 Sixty Two N0

(E ) Pressure Relief valve 100 Hundred

Providing and fabricating and Rupees six

Fixing Steel platforms on R.C.C. Thousand

jack well of different diameter One

with walk way and railing around Hundred

jack well including fabrication, Ninety And

errection work etc.complete. Twenty

Size of Platform (5000 mm dia) Nine Paise

Supplying & Fixing Road Sign Rupees Two

Board of M S Plate & Angel Iron Thousand

Incl Painting Lettering Etc Comp Four

Incl Fixing in C C ( 1: 4 : 8 ) With Hundred

necessary Excavation Etc Comp Ten And

As per I R C Type Design (Non Eighty

Reflective Type) Seven Paisa

Providing & fixing 45cm x 30 cm x Rupees

2.5 cm thick year plate of Three

marble stone set in CM. 1:1 Hundred

23 1.00 including finishing and engraving 331.28 Thirty One No

leters etc. Comp. And Twenty

Providing & fixing M.S. channel

section/Angle section (medium

weight) including fabricating,

applying two coats of oil paint

over one coat of anti corrosive

24 31.50 81.81 And Eighty kg

paints with fixing over wall of

pump room / RCC pillar etc.

Structural work for pump

lowering arrangment

Dewatering by pumping set of

require capacity including

temporary plateform carting Rupees

pumping at site and fixing the Thirty Seven HP-

same position incl all accessories And Eleven Hr

and fuel and labour etc. comp. Paise Only

(5.00 H.P.Engine x 100 hr =

Providing and fixing 10mm Thousand

diameter M.S.bars welded mesh Six Hundred

26 2.20 Jali of cover over outlet pipe on 1628.12 Twenty Smt

coat of anticorrosive oil painting Eight And

three coats etc.complete. Twelve

Providing & Fixing " u " steps Rupees

fabricated out of 16 mm dia M S Ninety

Bar As per Drawing & design Seven And

including applying Two coats of Ninety

Oil paint over one coat of Seven Paise

anticorrosive paintetc.Comp. Only

Supplying & fixing short bend out

side coated with best quality

bituminus paint having

beweolled and plates or coil

confirming to ISI 3589/ 2001 or

its latest revision/ammendment

for following thickness etc

2.00 Short Bend 100 mm Dia. 1360.47 Hundred No

4.00 MS Railway Bend 125 mm Dia. 2195.74 Ninety Five No

Providing and erecting monoset

three phase 400/440 Volt,50 c/s Rupees

A.C supply & 2900 rpm including Thirty Nine

lowering laying pipeline fixing of Thousand

valves, panel board & including Three

fixing of NRV on delivery Hundred

side(Rising main to over head Forty Five

tank) with required accessories And Fifty Six

(2 set 12.50 H.P 22 LPS, 32 mt. Paisa Only

Providing and Installing peter

type High speed water cooled

Diesel Pump set( Direct coupled)

with engine with self start

30 1.00 system & necessary aceceries, 91207.04 No

fitting with flexible pipe of

following capacity etc completed.

Diesel Pump Set (2 set 15 H.P

LPS, 34 mt. Head)

Providing & fitting A. C. Three Rupees

phase Oil immeresed starter Fifteen

(D.O.L.) star/ delta & A.T.S. Type) Thousand

with metering panel (11 to 15 HP Four

Providing & fitting M.C.T.P. main

switchs of rewireable or I I R C

type fuses suitable for 415 v

acceptable maks as per category-

32 2.00 2097.03 Ninet Seven No

II & III approved by Electrical

Division, Govt. of Guj. R&B

Providing Three Core flate PVC

insulated water proof & flexible

copper cable used for the sub-

motor pump & shall confirming

33 to IS 690 size mm acceptable

makes finolex / Goodcab/

jainson/MG/ Reliance (1.5 to

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

80.00 Copper Cable 6.00 Sq.mm 279.89 Rmt

Providing and fitining Room

Wiring confirming Is694 for PVC

insulated Copper Wire 2.50 Poin

34 5.00 364.61 Sixty Four

Sq.mm With Standard t

Accessaries like PVC pipe

Switches plig saddle etc.comp

Approved make CFL Retrofit

35 3.00 13/15/18 watt erected if 153.52 Each

Providing & erecting Approved

make Celing fan with double ball

bearing ISI mark with condenser Rupees One

A.C 230V.550 c/S.1200 mm Thousand

sweep complete canopy and 30 Six Hundred

cm down rod erected on existing Thirty One

hook or clamp with 24/.2 3 core And Fifteen

flexibale wire with earthing Paise Only

(make shall be approved by

engineer in charge)

Supplying and erecting mens

certificate SOLAR STREET LIGHT

fitting made from MS body

power coated/ painted with

corresion resistant paint with

gasket & transparent cover with Rupees

following cfl non retro lamp with Nineteen

choke holder & accessories fitting Thousand

Sall be mounted on 75/80 mm B Eight

class GI pipe pole up to 5.5 mt Hundred

load complete erected CC Seventy Six

foundation duly painted with two And Eighty

coats of red oxide and corrosive Paise Only

resistant paint coml connected &

commissioned in approved

manner (1X 11 w CFL PV Module:

74 W Battery Capacity :12V,

Providing Indor type shunt power

capacitor with G.E.B. test

certificate with ISI mark as per IS KV

38 10.00 211.09 Eleven And

2834 (or Latest addition) (MMP) AR

Type (Dry) Oil impreganted) (4

Clamp made from MS Plate With Rupees One

three Hole on either side with Thousand One

39 2.00 nuts and bolts of std. make and 1117.06 Seventeen

suitable size. M.S.Clamp And Six Paisa

750x75x10mm Only

Approved make E.L.C.Bs/RCCBs

confirm to IS: 12640 and havin

sensitivity of 30 mA and short

Circuit wiyhstand capacity of 6 KA

and suitable for opration on

40 2.00 single phase 240 v having 2578.58 NO

characteristic of quick action &

do not incorporate any electronic

component.for following

Max.rating erected as directed.

Supplying&erectingfunneltypeear

thinghavingearthplateoffollowing

sizeburredinspeificallypreparede

arthpit3mtr.Belowgroundwith40

Kg.charcoalandsaltwithalternatel

ayersofcharcoal&salt,20mm.dia.

G.I.pipewithFunnelwithawiremes

hforwatering&bricksmasonrybloc

k,G.I.pipewithfunnelwithawireme

shforwatering&bricksmasonryblo

ck,C.I.Covercompleteasperpara7.

3ofIS3043withnecessarylengthof

41 1.00 1883.05 Hundred No

doubleGalvanisedIron/copperear

thwireNo.6SWGboltedwithlugtot

heplateandcoveredin12mmdia.G.

I.pipe2.5mtr.longcompleteconne

ctedtothenearestswitchgearwith

endsocketasperdirection&dulytes

tedbyearthtesterconfirmingtoIS(

Asperdrawing) with following

With 45 x 5 x 0.35 cms. C. I.

earth plate Earthing for Pannel

Tripol Pole Neutral 440-500 Panel Rupees Five

bus bar Hundred

42 4.00 582.03 Eighty Two No

Providning & laying Y joint etc

43 1.00 13057.28 Fifty Seven No

Providning & laying Junction Box Hundred

44 1.00 9699.03 Ninety Nine

Diversion of water course/ Rupees

Providing Coffer dam & Bound of Seventeen

Island as may be Necessary for Thousand

45 1.00 foundetion & Maintaining the 17170.00 One Job

same for the period as may be Hundred

necessary etc.complete. Seventy

Providing Chain Pully Block with

Tripplr gear arrengement lifting Rupees

hook ,load chain, hand chain & Seventeen

locking device with necessary Thousand

46 1.00 mounting gurder/structure,spur 17574.00 Five No

gear travilling trolly and all Hundred

accessaries Seventy

(2.00 Tone Capacity) etc Four Only

Operation & Maintanance of Lift

Irrigation Scheme with Civil,

Mechnical and Electric

Maintainance including

formation and Registration of co-

opretive society of beneficeries

47 5.00 Thousand Year

and handing over charge to the

Registered society.Refer detailed

item specification for scope of

work and yearwise release of

payment on achieving specified

Rs. Forty Seven Lacs Ninety Nine Thousand Eight Hundred Thirty 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 reamin 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 andat its close) in

all respect and hold good under all site conditioins 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 involvedat 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.