Construction, Operation &Maintenance (For 5 years) of Lift Irrigation Scheme At Ditavas-7 Ta-Kadana District: - Mahisagar

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

Village: Ditavas-7, Tal. Kadana, District: Mahisagar

Memorandum showing items of work to be carried out

Estimated Rates Incl.1% L.C. Amount

Item of work Unit according to

No estimate In figure estimated

Rs. Ps. quantities

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.

2309.65 All Sort Soil Up To 1.50mt. 221.19 Twenty One Cmt

1740.00 Hard Murrum Up To 1.50 mt. 386.83 Six And Eighty Cmt

Soft Rock ( Not requiring Hundred Ninety

533.52 496.92 Six And Ninety

Hard Murrum 1.50 mt. to

38.43 442.38 Two And Thirty Cmt

mt. Eight Paise

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

2 situ including temping smooth

finishing,curring, and lead upto

50 Mt. Moreover, lift 1.5 Mt.

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

And Fifty Eight

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.

95.61 ( A ) For plinth. 8460.77 Cmt

13.72 ( B ) For Superstructure 8994.05 Hundred Ninety Cmt

Providing plaster of cement and Rupees One

sand in 1:3 proportion including Hundred

4 441.91 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 finishing Rupees Sixty

5 441.96 with floating coat of neat cement 61.61 One And Sixty Smt

slurry…….. etc. comp. One Paise Only

Providing white or colour wash in Rupees Fifteen

6 352.93 three coats including scaffolding, 15.15 And Fifteen Smt

cleaning surface etc.complete. Paise Only

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 Rupees One

filling or back filling around kundi

including laying in layers breaking

8 10.66 181.80 Eighty One Cmt

clods, providing specified,

watering, consolidating as directed And Eighty

dressing as per design section with Paise Only

all lead and Lift.

Providing & fixing Steel Doors with Rupees Twenty

angel 40 x 40 x 6 mm & 25 x 25 x

4 mm frame with shutter of

9 3.15 2600.75 And Seventy Smt

gauge plate as per approved

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 Seven

25 x 4 mm frame with shutter of 16 Hundred Fifty

gauge plate as per approved Four And

drawing and design with two coats Seventeen Paise

of approved oil paint etc. Comp. Only

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

11 2339.23 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 Rupees Five

sand and crushed aggregate (25 Thousand

mm and under) for plinth course, Seven

lintels, slabs, beams, columns,

12 31.70 chajja,lofts,barrels,etc. including 5784.27 Cmt

cost of frame work providing and

shuttering temping smooth And Twenty

finishing,curring as directed with all Seven Paisa

leads and lifts etc.complete. Only

Providing and laying I.P.S. flooring

of plain cement concrete 40 mm Rupees Four

thick in proportion (1:2:4) using Hundred

crushed aggregate (20mm and

13 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 Four Paise

lining as directed with all leads and Only

lifts etc.complete.

Providing cement and sand vata (10 Rupees

cm x 10 cm) size quarter around in Thirteen And

14 16.40 cement mortar 1:1 prop. Including 13.13 Thirteen Paise Rmt

net cement finishing watering Only

Providing and fixing RC.C.precast Rupees Five

jali 40mm thick for ventilator or of Hundred One

15 0.54 approved quality and design 501.97 And Ninety Smt

including fixing in position curing Seven Paise

finishing as directed etc.complete.

Providing laying & joining in

standerd length ISI Mark regied

unplasticised PVC pipes Suitable for Rupees One

Irrigation water with self fit joint Thousand One

including necessary fittings like Hundred Four

Tee,Bend,Coupler,reducer,End cap And Ninety

joining material (cement Solvent ) Four Paisa

of following class and dia as per IS Only

specification No.4985 / 2000 etc.

comp. (6.00 kg/cm2)225 mm dia.)

UPVC Pipe 4 Kg/ Cm^2

Four And Ninety

490.00 160 mm Dia. 386.83 Six And Eighty Rmt

Four And Ninety

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

10.00 NP 2 600 mm dia 1574.59 Rmt

20.00 NP 2 300 mm dia 798.91 Eight And Rmt

62.00 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

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.

30.00 1667.51 Hundred Sixty Rmt

125 mm dia (5.40 mm thick ) Seven And Fifty

100 mm dia (5.40 mm thick ) Seventy Seven

Providing,supplying & fixing ISI

Mark G.I.Pipe with couplings of

following diameter and class etc.

77.50 50 mm Dia. 390.87 And Eighty Rmt

15.00 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

10.00 80 mm Dia. 4111.71 Hundred Eleven N0

(C ) Sluice Valve

5.00 150 mm dia 6506.42 Hundred Six And N0

Forty Two Paisa

2.00 125 mm dia 5065.15 Five And N0

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

Providing and fabricating and

Fixing Steel platforms on R.C.C.

jack well of different diameter Rupees six

with walk way and railing

21 24.90 6507.43 Hundred Seven Smt

around jack well including And Forty Three

fabrication, errection work etc. Paise Only

Size of Platform (4500 mm dia)

Supplying & Fixing Road Sign Board

of M S Plate & Angel Iron Incl

Painting Lettering Etc Comp Incl

22 1.50 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 Thirty

23 1.00 stone set in CM. 1:1 including 331.28 One And Twenty No

finishing and engraving leters etc. Eight Paise Only

Providing & fixing M.S. channel

section/Angle section (medium

weight) including fabricating, Rupees Eighty

applying two coats of oil paint over

24 37.80 one coat of anti corrosive paints 81.81 kg

with fixing over wall of pump room

/RCC pillar etc. comp. Paise Only

Structural work for pump lowering

Dewatering by pumping set of

require capacity including

temporary plateform carting Rupees Thirty

pumping at site and fixing the same Seven And

position incl all accessories and fuel Eleven Paise

and labour etc. comp. Only

(5.00 H.P.Engine x 100 hr = 500 HP-

Providing and fixing 10mm Rupees One

diameter M.S.bars welded mesh

26 0.56 Jali of cover over outlet pipe on 1628.12 Smt

coat of anticorrosive oil painting And Twelve

three coats etc.complete. Paise Only

Providing & Fixing " u " steps Rupees Ninety

fabricated out of 16 mm dia M S Seven And

Bar As per Drawing & design Ninety Seven

including applying Two coats of Oil Paise Only

paint over one coat of anticorrosive

paint etc. Comp.

Supplying & fixing short bend out

side coated with best quality

bituminous paint having beweolled

28 and plates or coil confirming to ISI

3589/ 2001 or its latest revision

/amendment for following

thickness etc. completed.

2.00 Short Bend 125 mm Dia. 2195.74 No

Providing & laying & joining PVC

pipe & Tee (moulded) & FTA etc

comp. (PVC fitting).P.V.C. Tee (1)

x110 mm., 200 x110 mm., 180 Rupees One

x110 mm., 200mm X160 (2) 160 x Thousand Five

110 mm. 160 x 160mm. (3). 180x Hundred

110mm, (4)Reducer 280 x 250 mm. Ninety And

Reducer 250 x 200 mm. Reducer Seventy Five

200 x 160 mm. Reducer 180 x 160 Paise Only

P.V.C.Elbow (5) 160 x

mm.,P.V.C. End Cap(6)315 mm.,

P.V.C.Bend (7) 200 mm. (8) Tee

x 110 mm.PVC Bend 250 mm Dia.

Providing and erecting monoset

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

A.C supply & 2900 rpm including One Thousand

lowering laying pipeline fixing of

30 2.00 valves, panel board & including 61371.64 No

fixing of NRV on delivery side(Rising

main to over head tank) with And Sixty Four

required accessories Paisa Only

(2 set 20 H.P 31 LPS, 34 mt. Head)

Providing & fitting A. C. Three Rupees

phase Oil immeresed starter Seventeen

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

Type) with metering panel (16 Hundred Thirty

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

switchs of rewireable or I I R C type Thousand

fuses suitable for 415 v acceptable

32 2.00 maks as per category-II & III 1335.25 No

approved by Electrical Division,

Thirty Five And

Govt. of Guj. R&B Department. Twenty Five

(32 Amp each) Paise 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.

140.00 Copper Cable 6.00 Sq.mm 279.89 Seventy Nine Rmt

And Eighty Nine

Providing and fitining Room Wiring

confirming Is694 for PVC insulated

34 5.00 Copper Wire 2.50 Sq.mm With 364.61 Point

Standard Accessaries like PVC pipe

Switches plig saddle etc.comp

Approved make CFL Retrofit Hundred Fifty

13/15/18 watt erected if required 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 canopy and 30 cm down Hundred Thirty

rod erected on existing hook or One And

clamp with 24/.2 3 core flexibale Fifteen Paise

wire with earthing (make shall be Only

approved by engineer in charge)

Providing Indor type shunt power Rupees Two

capacitor with G.E.B. test

certificate with ISI mark as per IS KVA

37 16.00 211.09 Eleven And

2834 (or Latest addition) (MMP) R

Type (Dry) Oil impreganted) (4 Nine Paise

KVAR Each) Only

Clamp made from MS Plate With Rupees Six

three Hole on either side with nuts Hundred Ninety

38 2.00 and bolts of std. make and suitable 693.87 Three And Pair

size. M.S.Clamp 450x65x10mm Eighty Seven

Approved make E.L.C.Bs/RCCBs

confirm to IS: 12640 and havin

sensitivity of 30 mA and short Rupees Two

Circuit wiyhstand capacity of 6 KA Thousand Five

and suitable for opration on single Hundred

phase 240 v having characteristic of Seventy Eight

quick action & do not incorporate And Fifty Eight

any electronic component. for Paisa Only

following Max.rating erected as

directed. 25Amps.DP

Supplying & erecting funnel type

earthing having earth plate of

following size burred in specifically

prepared earthpit 3 mtr. Below

ground with 40Kg. charcoal and salt

with alternate layers of charcoal &

salt, 20mm. dia.G.I. pipe with

Funnel with a wiremesh for

watering & bricks masonry block,

G.I.pipe with funnel with a

wiremesh for watering & bricks Rupees One

masonry block, C.I.Cover complete Thousand

as per para7.3 of IS3043 with Eight Hundred

necessary length of double Eighty Eight

Galvanised Iron/copper earth wire And Five Paisa

No.6S WG bolted with lug to the Only

plate and covered in 12mm

dia.G.I.pipe 2.5 mtr. Long complete

connected to the nearest

switchgear with end socket as per

direction & duly tested by earth

tester confirming to IS(As per

drawing) with following

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

plate Earthing for Pannel Board

Tripol Pole Neutral 440-500 Rupees Five

Panel bus bar Hundred Eighty

Providing laying & jointing PVC Rupees One

Pipe & FTA ( Moulded ) Hundred

42 39.00 etc complete. 121.20 Twenty One and No

Providing & laying Y joint etc

43 1.00 19487.95 Hundred Eighty No

complete. Seven And

Providing & laying Junction Box Four Hundred

etc complete. Twenty Six And

Sixty Five Paise

Diversion of water course/

Providing Coffer dam & Bound of Rupees Eleven

Island as may be Necessary for Thousand Six

foundation & Maintaining the same Hundred

for the period as may be necessary Fifteen Only

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 travilling trolly and all Seventy Four

accessories.(2.00 Tone Capacity) Only

Operation & Maintanance of

Lift Irrigation Scheme with Civil,

Mechnical and Electric

Maintainance including

formation and Registration of

co-opretive society of

47 5.00 beneficeries and handing over 194711.88 Year

charge to the Registered

society.Refer detailed item

specification for scope of work

and yearwise release of

payment on achieving specified

Rs. Seventy Four Lacs Sixty Three Thousand Nine Hundred Fifty Five 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

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.