Construction, Operation & Maintenance (For 5 Years) of Lift Irrigation Scheme At Village: Akhadana Degamada-1 (M.F), Tal. Lunawada, District: Mahisagar [2nd attempt]

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

Village: Akhadana Degamada-1 (M.F), Tal. Lunawada, District: Mahisagar [2nd attempt]

Memorandum showing items of work to be carried out

Estimated Rates Incl.1% Total

Item Uni according

es Item of work

No. estimate In figure t to

In Words estimated

Excavation of pipeline

trenches/foundation trenches in

the strata shown below including

depositing the excavated stuff as

and where directed upto lead of

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.

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

922.26 Hard Murrum Up To 1.50 mt. 386.83 Cmt

526.33 Soft Rock Up To 1.50 mt. 496.92 Cmt

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

Seven Paise Only

39.25 Soft Rock 3.0 to 5.0 mt. 662.56 Cmt

19.63 Soft Rock 5.0 to 6.0 mt. 718.11 Eighteen And 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

Mt. Moreover, lift 1.5 Mt.

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

6.09 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

3 super 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 Sixty And 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. 8 for finishing Rupees Sixty

with floating coat of neat cement One And Sixty

slurry…….. etc. comp. One Paise

Providing white or color wash in Rupees

three coats including scaffolding, Fifteen And

cleaning surface etc.complete. Fifteen Paise

Filling in plinth with sand under Rupees Eight

floorsincluding consolidating, Hundred

watering, ramming and dressing Eighty Two

etc.complete. And Seventy

Earth work from borrow pits of

excavated selected soil for plinth

filling or back filling around kundi

including laying in layers breaking

8 11.84 181.80 Eighty One Cmt

clods, providing 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 Rupees

detail drawing and design including Seventy Four

9 3253.01 cutting bending and binding in 74.74 And Seventy Kg

position with binding wires as Four Paise

directed with all leads and lifts etc. Only

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, beams, Seven

columns, chajja,lofts,barrels,etc. Hundred

including cost of frame work Eighty Four

providing and shuttering temping And Twenty

smooth finishing,curring as Seven Paisa

directed with all leads and lifts Only

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 under)laid in situ over 120 mm 488.84 Smt

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 Rupees Five

jali 40mm thick for ventilator or of Hundred One

13 0.54 approved quality and design 501.97 And Ninety Smt

including fixing in position curing Seven Paise

finishing as directed etc.complete. Only

Providing laying & joining in

standerd length ISI Mark

regiedunplasticised PVC pipes

Suitable for Irrigation water with

self fit joint including necessary

14 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.

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

15 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

15.00 NP 2 600 mm dia 1574.59 Rmt

31.11 NP 2 150 mm dia 369.66 Nine And Rmt

Sixty Six Paise

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 wihanticorrsive

paint etc comp. (As per I.S.

150 mm dia (5.40 mm thick ) Seven And

99.70 1377.64 Hundred Rmt

100 mm dia (5.40 mm thick )

Providing, supplying & fixing ISI

Mark G.I.Pipe with couplings of

following diameter and class etc.

46.00 50 mm Dia. 390.87 Ninety And Rmt

5.00 80 mm Dia. 631.25 Rmt

Providing and Fixing I S I mark

following class &dia of different

type of valves with necessary

18 fittings of standerded design and

specification incl. testing with all

leads and lifts etc.complete.

(A) Single Acting Air Valve 50 mm

23.00 1593.78 Ninety Three N0

Dia. And Seventy

(B) Double Acting Air Valve

(C ) Sluice Valve

40.00 100 mm dia 4077.37 Seventy N0

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

(E) Pressure Relief Valve 100 mm

1.00 9472.79 Seventy Two No

Providing and fabricating and

Fixing Steel platforms on R.C.C. Rupees six

jack well of different diameter with Thousand Five

walk way and railing around jack Hundred

19 28.44 well including fabrication, errection 6507.43 Smt

work etc.complete. Forty Three

Size of Platform (4500 mm dia)

Supplying & Fixing Road Sign Board

of M S Plate & Angel Iron Incl

Painting Lettering Etc Comp Incl

20 0.94 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 x Rupees Three

2.5 cm thick year plate of marble Hundred

stone set in CM. 1:1 including Thirty One

finishing and engraving leters etc. And Twenty

Comp. Eight Paise

Providing & fixing M.S. channel

section/Angle section (medium

weight) including fabricating,

applying two coats of oil paint over

22 31.50 one coat of anti corrosive paints 38.49 kg

with fixing over wall of pump room

/ RCC pillar etc. comp.

Structural work for pump lowering

Providing & fixing Steel Doors with Rupees

angel 40 x 40 x 6 mm & 25 x 25 x Twenty Six

4 mm frame with shutter of 16 Thousand

gauge plate as per approved And Seventy

drawing and design with two coats Five Paise

of approved oil paint etc. Comp. Only

Providing & fixing Steel Window Rupees Three

with angel 40 x 40 x 6 mm & 25 x Thousand

25 x 4 mm frame with shutter of 16 Seven

24 2.16 gauge plate as per approved 3754.17 Hundred Fifty Smt

drawing and design with two coats Four And

of approved oil paint etc. Comp. Seventeen

Dewatering by pumping set of

require capacity including

temporary plateform carting Rupees Thirty

pumping at site and fixing the same Seven And HP-

position incl all accessories and fuel Eleven Paise Hr

and labour etc. comp. Only

(5.00 H.P.Engine x 50 hr = 250 HP-

Providing and fixing 10mm

diameter M.S.bars welded mesh

26 0.28 Jali of cover over outlet pipe on 1628.12 Smt

coat of anticorrosive oil painting

three coats etc.complete.

Providing & Fixing " u " steps

fabricated out of 16 mm dia M S

Bar As per Drawing & design

27 43.00 97.97 And Ninety No.

including applying Two coats of 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 150 mm Dia. 2973.44 Seventy Three No

2.00 Railway Bend 150 mm Dia. 3179.48 Seventy Nine No

Providing and erecting monoset

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

A.C supply & 2900 rpm including Three

lowering laying pipeline fixing of

valves, panel board & including

29 2.00 Three No

fixing of NRV on delivery Hundred

side(Rising main to over head tank) Twenty Nine

with required accessories Only

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

Providing &fitting A. C. Three Rupees

phase Oil immeresed starter Fifteen

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

30 2.00 with metering panel (11 To 15 HP ) 15441.02 Four Hundred No

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

switchs of rewireable or I I R C Rupees Six

type fuses suitable for 415 v Thousand

acceptable maks as per category-II Two Hundred

& III approved by Electrical Five And Fifty

Division, Govt. of Guj. R&B One Paisa

Department. Only

Providing Three Core flate PVC

insulated water proof & flexible

copper cable used for the sub-

motor pump & shall confirming to

IS 690 size mm acceptable makes

finolex / Goodcab/ jainson/MG/

Reliance (1.5 to 16 sq.mm) sabar

(25 sq.mm) PVC insu.

400.00 Copper Cable 6.00 Sq.mm 279.88 Rmt

Providing and fitining Room Wiring Rupees Three

confirming Is694 for PVC insulated Hundred

33 3.00 Copper Wire 2.50 Sq.mm With 364.61 Sixty Four

Standard Accessaries like PVC pipe And Sixty One

Switches plig saddle etc.comp Paise Only

Approved make CFL Retrofit Eac

34 3.00 153.52 Three And

13/15/18 watt erected if required h

Providing & erecting Approved

make Celing fan with double ball

bearing ISI mark with condenser

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

35 1.00 complete canopy and 30 cm down 1631.15

rod 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 per IS KV

36 8.00 211.09 Eleven And

2834 (or Latest addition) (MMP) AR

Type (Dry) Oil impreganted) (4

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 single

37 1.00 phase 240 v having characteristic 2647.06 NO

of quick action & do not

incorporate any electronic

component.for following

Max.rating erected as directed.

Providning laying & jointing PVC Rupees Six

Pipe & Tee ( Moulded ) Hundred

etc complete. Ninety One

Providning laying & jointing PVC Rupees One

Pipe & FTA ( Moulded ) Hundred

39 26.00 etc complete. 121.20 Twenty One No

Providning& laying Y joint etc

40 1.00 9597.02 Hundred No

Providning& laying Junction Box

41 1.00 13293.62 Two Hundred No

Diversion of water course/

Providing Coffer dam & Bound of

Island as may be Necessary for

42 1.00 17170.00 Thousand Job

foundetion& Maintaining the same

for the period as may be necessary

Providing Chain Pully Block with

Tripplr gear arrengement lifting Rupees

hook ,load chain, hand chain & Seventeen

locking device with necessary Thousand Five

mounting gurder/structure,spur Hundred

gear travillingtrolly and all Seventy Four

accessaries Only

(2.00 Tone Capacity) etc Complete.

Operation &Maintenance of Lift

Irrigation Scheme with Civil,

Mechanical and Electric Rupees One

Maintenance including formation Lacs Twenty

and Registration of co-operative Eight

society of beneficiaries and 128657.7 Thousand Six Yea

handing over charge to the 6 Hundred Fifty r

Registered society.Refer detailed Seven and

item specification for scope of Seventy Six

work and yearwise release of Only

payment on achieving specified

Rs. Forty Nine Lacs Thirty One Thousand Eight Hundred Eighty One 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 andat its close) in

all respect and hold good under all site conditionsi.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/Weam/arewillingtocarryouttheworkat… .............................. %above/belowpercent(Should

Bewritteninfiguresandwords)oftheestimatedratementionedabove.Amountofmy/our tender

works out as under.

Estimatedamountputto tender Estimatedamountputto tender

Deduct………%below Add………%Above

Inwords Inwords

(C)ForItemRateTender(ForaboveINR50Cr.):

Item Description of Item Quantity Unit Rate Amount

No (with brief specification

andreferencetobookof In In

specifications) figures Words

(A)TotalTenderedAmount

(B)Rebateonabovetenderedamount(ifany)%(infigure)……………………………… (in

(C)NetTenderedAmount(A-B)(infigure)………………………………

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

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

2 Thelabourcesswillbe deductedasperprevailingrulesi.e.1%ofthework done.

3 GSTandIncometaxTDSwillbedeductedatsourcewhilemakingpaymentsof bills

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

Govt.G.R.:PRC-10/2017CementConsumption/16/CDate:11/05/2017asstatedin

S.O.R.thereforeinR.C.C.itemswherethereisachangeasperactualmixdesignthecost

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.