Construction, Operation &Maintenance (For 5 years) of Lift Irrigation Scheme At Chanasar Ta-Lunawada District: - Mahisagar

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

Village: Chanasar, Tal. Lunawada, District: Mahisagar

Memorandum showing items of work to be carried out

Estimated Rates Incl.1%

Quantiti Amount

es Item of work Unit according to

No estimate In figure

In Words estimated

. Rs. Ps. quantities

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.

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

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

364.29 Soft Rock Up To 1.50 mt. 496.92 Cmt

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

39.25 Soft Rock 3.0 to 5.0 mt. 662.56 Cmt

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.

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

And Fifty Eight

Eight Paisa Only

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 Hundred Ninety 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. 4 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

around kundi including laying in

8 11.84 layers breaking clods, providing 181.80 Cmt

specified, watering,

consolidating as directed

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

detail drawing and design

9 3049.68 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

aggregate (25 mm and under)

for plinth course, lintels, slabs, Rupees Five

beams, columns, Thousand

chajja,lofts,barrels,etc. Seven Hundred

including cost of frame work Eighty Four And

providing and shuttering Twenty Seven

temping smooth Paisa Only

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 Rupees

vata (10 cm x 10 cm) size Thirteen And

quarter around in cement Thirteen Paise

mortar 1:1 prop. Including net Only

cement finishing watering

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

308.00 200 mm Dia. 597.92 Seven And Rmt

260.00 180 mm Dia. 494.90 Four And Rmt

368.00 140 mm Dia. 294.92 Four And 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

10.00 NP 2 600 mm dia 1574.59 Rmt

14.67 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.

291.00 3133.02 Hundred Thirty Rmt

200 mm dia (6.30 mm thick )

80.00 1667.51 Hundred Sixty Rmt

125 mm dia (5.40 mm thick )

Seven And Fifty

9.70 100 mm dia (5.40 mm thick ) 1377.64 Rmt

Providing, supplying & fixing ISI

Mark G.I.Pipe with couplings of

following diameter and class

28.00 50 mm Dia. 390.87 And Eighty Rmt

5.00 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 etc.complete.

(A) Single Acting Air Valve 50 Hundred Ninety

mm Dia. Three And

(B) Double Acting Air Valve

7.00 50 mm Dia. 2903.75 Hundred Three N0

Five Paisa Only

3.00 80 mm Dia. 4111.71 Hundred Eleven N0

(C ) Sluice Valve

3.00 125 mm dia 5065.15 Five And N0

3.00 (D) Reflux valve 125mm dia 7581.06 Hundred Eighty N0

1.00 (E) Pressure Relief Valve 9472.79 Seventy Two No

Providing and fabricating and

Fixing Steel platforms on R.C.C.

jack well of different diameter

with walk way and railing

19 41.94 6507.43 Hundred Seven Smt

around jack well including

And Forty Three

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

over one coat of anti corrosive

22 31.50 38.49 Eight And Forty kg

paints with fixing over wall of

Nine Paise Only

pump room / RCC pillar etc.

Structural work for pump

lowering arrangment

Providing & fixing Steel Doors

with angel 40 x 40 x 6 mm &

25 x 25 x 4 mm frame with

23 3.15 shutter of 16 gauge plate as per 2600.75 Smt

approved drawing and design

Five Paise Only

with two coats of approved oil

paint etc. Comp.

Providing & fixing Steel

Window with angel 40 x 40 x

mm & 25 x 25 x 4 mm frame

24 2.16 with shutter of 16 gauge plate 3754.17 Smt

as per approved drawing and

design with two coats of

approved oil paint etc. Comp.

Dewatering by pumping set of

require capacity including

temporary plateform carting

pumping at site and fixing the

25 300.00 same position incl all 37.11 HP-Hr

accessories and fuel and labour

(5.00 H.P.Engine x 60 hr =300

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 Rupees Ninety

fabricated out of 16 mm dia M Seven And

S Bar As per Drawing & design Ninety Seven

including applying Two coats of Paise Only

Oil paint over one coat of

anticorrosive paintetc.Comp.

Supplying & fixing short bend out

side coated with best quality

bituminus paint having beweolled

28 and plates or coil confirming to ISI

3589/ 2001 or its latest

revision/ammendment for

following thickness etc completed.

2.00 Short Bend 200mm Dia. 3963.24 No.

2.00 Raiway Bend 200 mm Dia. 4711.65 No.

Sixty Five Paisa

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 / Rupees Two

delivery of pump motor. after Thousand Two

laying the flanged pipes joint Hundred Forty

29 10.00 with necessary nut bolt of 2243.21 Rmt

requier size by using rubber Twenty One

packing of requier thickness . Paise Only

after fitting M.S.Pipe. Paint the

M.S. pipe wih anticorrsive paint

etc comp. (As per I.S.

1239/2004) (For MDC)

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 Thousand

board & including fixing of NRV 43329.00 Three Hundred

on delivery side(Rising main to Twenty Nine

over head tank) with required Only

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

Providing & fitting A. C. Three Rupees Fifteen

phase Oil immeresed starter Thousand Four

31 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

32 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 to IS 690 size

33 mm acceptable makes finolex /

Goodcab/ jainson/MG/ Reliance (1.5

to 16 sq.mm) sabar (25 sq.mm) PVC

400.00 Copper Cable 6.00 Sq.mm 279.88 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

35 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

36 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. Rupees Two

test certificate with ISI mark as Hundred Eleven KVA

per IS 2834 (or Latest addition) And Nine Paise R

(MMP) Type (Dry) Oil Only

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 KA Rupees Two

and suitable for opration on single Thousand Six

38 1.00 phase 240 v having characteristic 2647.06 Hundred Forty NO

of quick action & do not Seven And Six

incorporate any electronic Paisa Only

component.for following

Max.rating erected as directed.

Providning laying & jointing Rupees Six

PVC Pipe & Tee ( Hundred Ninety

Moulded ) etc complete. One and Eighty

Five Paise Only

Providning laying & jointing Rupees One

PVC Pipe & FTA ( Hundred Twenty

Moulded ) etc complete. One and Twenty

Rupees Eighteen

Providning & laying Y- Joint etc

41 1.00 18524.41 Hundred Twenty No

complete. Four and Forty

Diversion of water course/

Providing Coffer dam & Bound of

Island as may be Necessary for

42 1.00 17170.00 Thousand One Job

foundetion & Maintaining the

same for the period as may be

necessary etc.complete.

Providing Chain Pully Block with

Tripplr gear arrengement lifting Rupees

hook ,load chain, hand chain & Seventeen

locking device with necessary

43 1.00 mounting gurder/structure, spur 17574.00 No

gear travilling trolly and all

accessaries Seventy Four

(2.00 Tone Capacity) etc Only

Operation & Maintanance of Lift

Irrigation Scheme with Civil,

Mechnical and Electric Rupees One

Maintainance including formation Lacs Twenty

and Registration of co-opretive

society of beneficeries and

44 5.00 Seven Hundred Year

handing over charge to the

Registered society.Refer detailed Forty Five and

item specification for scope of Seventy Five

work and yearwise release of Paise Only

payment on achieving specified

Rs. Forty Eight Lacs Twenty Thousand Two Hundred Fifty Four 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

(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.