Lift Irrigation

BILL OF QUANTITIES

Name of work: Construction of Pipeline Work At.Village - Karoli, Ta.Kalol, Dist. Panchmahal.

Item No. Description of Item Quantity Unit Rate In figures Rate in Words Amount

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Two

directed upto lead of 50 Mts. and 6.0 Mt lift of Hundred Twenty

excavation below average G.L. including refilling, One And Paise

cleaning the site with thin jungle cutting but Nineteen Only

excluding dewatering if any.

Providing and laying hand mixed and unvibrated Rupees Four

plain cement concrete as under of different Thousand Four

2 proportion for foundation lain in situ including 1.76 Cum 4401.58 Hundred One

temping smooth finishing,curring, and lead upto And Paise Fifty

50 Mt. Moreover, lift 1.5 Mt. Etc.complete. Eight Only

Providing B.B.Masonary IInd class using British

size conventional bricks in cement mortar of prop.

(1:6) for foundation plinth and super structure

3 (A) including striking out joints 20mm deep with 13.16 Cum 8460.77

curing finishing joints and providing scaffolding as

directed with all leads and all lifts etc.completed.

Up to plinth ( Conventional )

Providing B.B.Masonary IInd class using British

size conventional bricks in cement mortar of prop.

(1:6) for foundation plinth and super structure

including striking out joints 20mm deep with

3 (B) 11.49 Cum 8994.05 Hundred Ninety

curing finishing joints and providing scaffolding as

directed with all leads and all lifts etc.completed.

for super structure ( Conventional )

Filling in plinth with sand under floors including Hundred Eighty

4 consolideting, watering, raming and dressing 6.32 Cum 882.74 Two And Paise

etc.complete. Seventy Four

Providing and laying in position RCC as under

proportion using cement sand and crushed Rupees Five

aggregate (20 mm and under) for plinth course, Thousand Seven

lintels, slabs, beams, columns, chajja, lofts, Hundred Eighty

barrels,etc. including cost of frame work providing Four And Paise

and shuttering temping smooth finishing,curring Twenty Seven

as directed with all leads and lifts etc.complete. Only

Providing and fixing in position mild steel

reinforcement or tor steel bars reinforcement as

per detail drawing and design including cutting

6 240.80 KG 64.64 Four And Paise

bending and binding in position with binding wires

Sixty Four Only

as directed with all leads and lifts etc.complete.

TMT IS MARKED BAR FE

Providing & fixing Steel Doors with angel 40 x 40 Rupees Two

x 6 mm & 25 x 25 x 4 mm frame with shutter of Thousand Six

7 16 gauge plate as per approved drawing and 3.15 Sqmt 2600.75 Hundred And

design with two coats of approved oil paint with Paise Seventy

etc. Comp. Five Only

Providing & fixing Steel Window with angel 40 x Rupees Three

40 x 6 mm & 25 x 25 x 4 mm frame with shutter Thousand Seven

8 of 16 gauge plate as per approved drawing and 2.16 Sqmt 3754.17 Hundred Fifty

design with two coats of approved oil paint etc. Four And Paise

Comp. Seventeen Only

Providing plaster of cement and sand in 1:3

Hundred Seventy

proportion including preparing surface providing

9 148.96 Sqmt 175.74 Five And Paise

scaffolding,finishing curing as directed etc.

complete. (15 mm thick)

Extrta over item for finishing with a floting coat of

10 148.96 Sqmt 61.61 One And Paise

neat cement slurry.

Providing and laying I.P.S. flooring of plain

cement concrete 40 mm thick in proportion (1:2:4) Rupees Four

using crushed aggregate (20mm and under)laid in Hundred Eighty

situ over 120 mm thick B.B.C.C. (1:5:10) including Eight And Paise

temping, smooth finishing, curing, lining as Eighty Four Only

directed with all leads and all lifts etc.complete.

Providing white or colour wash in three coats Rupees Fifteen

12 including scaffolding, cleaning surface 148.96 Sqmt 15.15 And Paise Fifteen

etc.complete. Only

Supplying & Fixing Road Sign Board of M S Plate Rupees Two

& Angel Iron Incl Painting Lettering Etc Comp Incl Thousand Four

13 Fixing in C C ( 1: 4 : 8 ) With necessary 1.50 Sqmt 2410.87 Hundred Ten And

Excavation Etc Comp As per I R C Type Design Paise Eighty

(Non Reflective Type) Seven Only

Providing & fixing 45cm x 30 cm x 2.5 cm thick Hundred Thirty

14 year plate of marble stone set in CM. 1:1 1.00 Sqmt 331.28 One And Paise

including finishing and engraving letter etc. Comp. Twenty Eight

Providing cement and sand vata (10 cm x 10 cm)

Rupees Thirteen

size quarter around in cement mortar 1:1 prop.

15 20.20 Rmt 13.13 And Paise

Including net cement finishing watering

Providing and fixing R.C.C. precast jali 40 mm Rupees Five

thick for ventilator or of approved quality and Hundred One

design including fixing in position curing finishing And Paise Ninety

as directed etc. complete. Seven Only

Providing and fitining Room Wiring confirming Rupees Three

Is694 for PVC insulated Copper Wire 2.50 Sq.mm Hundred Sixty

With Standard Accessaries like PVC pipe Four And Paise

Switches plig saddle etc.comp Sixty One Only

Approved make CFL Retrofit 13/15/18 watt Hundred Fifty

erected if required Three And Paise

Providing & erecting Approved make Celing fan

with double ball bearing ISI mark with condenser Rupees One

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

19 canopy and 30 cm down rod erected on existing 1.00 Each 1631.15 Hundred Thirty

hook or clamp with 24/.2 3 core flexibale wire with One And Paise

earthing (make shall be approved by engineer in Fifteen Only

Supplying and erecting mens certificate SOLAR

STREET LIGHT fitting made from MS body power

coated/ painted with corresion resistant paint with

Rupees Nineteen

gasket & transparent cover with following cfl non

retro lamp with choke holder & accessories fitting

20 2.00 Each 19876.80 Hundred Seventy

Sall be mounted on 75/80 mm B class GI pipe

pole up to 5.5 mt load complete erected CC

foundation duly painted with two coats of red

oxide and corrosive resistant paint coml

connected & commissioned in approved manner

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Two

directed upto lead of 50 Mts. and 6.0 Mt lift of Hundred Twenty

excavation below average G.L. including refilling, One And Paise

cleaning the site with thin jungle cutting but Nineteen Only

excluding dewatering if any.

All sort of soil0.0 to 1.50 Mt.

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 One

delivery of pump motor after laying the flanged Thousand Nine

pipes joint with necessary nut bolt of requier size Hundred Ninety

by using rubber packing of requier thickness after And Paise

fitting M.S.Pipe. Paint the M.S. pipe wih Seventy One

anticorrsive paint etc comp. (As per I.S. Only

Providing Laying & joining in standerd length ISI

Mark regid unplasticised PVC pipes suitable for

irrigation water with self fit joint incl. joining

necessary fitting like Tee, Bend, Coupler, reducer,

3 1800.00 Rmt. 1366.53 Hundred Sixty Six

Endcap joining (CementSolvent ) of following

And Paise Fifty

class and dia as per IS specification No.4985 /

1988 etc. comp.(6kg)

250 mm dia (6 kg/cm2)

Providing and Fixing following class & dia of

different type of valves as per IS with necessary

4.1 fittings of standerded design and specification 2.00 No. 2903.75

incl. testing with all leads and lifts etc.complete. A)

Air Valve (Doubal Acting) 50 mm dia.

Providing and Fixing following class & dia of Rupees Six

different type of valves as per IS with necessary Thousand Five

4.2 fittings of standerded design and specification 2.00 No. 6506.42 Hundred Six And

incl. testing with all leads and lifts etc.complete. Paise Forty Two

B)Sluice Valve 150 mm dia. Only

Providing and Fixing following class & dia of

different type of valves as per IS with necessary

Thousand Twenty

4.3 fittings of standerded design and specification 2.00 No. 9022.33

incl. testing with all leads and lifts etc.complete.

Thirty Three Only

B)Reflux Valve 150 mm dia.

Providing & constructing air vent kundi etc

Excavation of pipeline trenches/foundation

trenches in the strata shown below including

depositing the excavated stuff as and where Rupees Two

directed upto lead of 50 Mts. and 6.0 Mt lift of Hundred Twenty

excavation below average G.L. including refilling, One And Paise

cleaning the site with thin jungle cutting but Nineteen Only

excluding dewatering if any.

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different

proportion for foundation lain in situ including

5.2 (A) 1.16 Cmt 4401.58 Hundred One

temping smooth finishing,curring, and lead upto

And Paise Fifty

50 Mt. Moreover, lift 1.5 Mt. etc.complete.

5.2 (B) (B) P.C.C. (1 :2 :4 ) 2.36 Cmt 4726.80 Hundred Twenty

Providning laying & jointing PVC Pipe & Tee

5.3 ( Moulded ) etc complete. 4.00 No. 121.20

Providing and Fixing G.I.Pipe etc.complete. Hundred Thirty

80 mm Ø One And Paise

Twenty Five Only

Providing and Fixing following class & dia of

different type of valves as per IS with necessary

5.5 fittings of standerded design and specification 4.00 No. 4111.71

incl. testing with all leads and lifts etc.complete.

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

6 8.00 No. 3478.44 Hundred Seventy

latest revision/ammendment for following

Eight And Paise

thickness etc completed.

Forty Four Only

Short Bend 150 mm dia.

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

1 (A) excavation below average G.L. including refilling, 56.84 Cmt 221.19

cleaning the site with thin jungle cutting but

excluding dewatering if any.

( A ) Soft Soil

1 (B) ( B ) Hard Murrum 22.89 Cmt 386.83

Eighty Three Only

1 (C-1) ( C ) Soft Rock 11.45 Cmt 552.47

Forty Seven Only

Soft Rock Hundred Sixty

3.00 to 5.00 Two And Paise

(D) Hard Rock Thousand Six

3.00 to 5.00 And Paise Ninety

Thousand Thirty

1 (D-2) 22.89 Cmt 1037.27 Seven And Paise

Hard Rock Thousand Sixty

6.00 to 7.00 Seven And Paise

Fifty Seven Only

Thousand Ninety

1 (D-4) 22.89 Cmt 1097.87 Seven And Paise

Providing and laying hand mixed and unvibrated

plain cement concrete as under of different

proportion for foundation lain in situ including

2 1.45 Cmt 4726.80 Hundred Twenty

temping smooth finishing,curring, and lead upto

50 Mt. Moreover, lift 1.5 Mt. Etc.complete.

Providing and laying in position RCC as under

proportion using cement sand and crushed Rupees Five

aggregate (25 mm and under) for plinth course, Thousand Seven

lintels, slabs, beams, columns, chajja, lofts, Hundred Eighty

barrels, etc. including cost of frame work providing Four And Paise

and shuttering temping smooth finishing,curring Twenty Seven

as directed with all leads and lifts etc.complete. Only

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,

4 2498.09 KG 64.64 Four And Paise

barrels, etc. including cost of frame work providing

Sixty Four Only

and shuttering temping smooth finishing,curring

as directed with all leads and lifts etc.complete.

TMT IS MARKED BAR FE

Providing and fixing in position R.C.C. pipe of

NP2 class are as per IS 458 1971 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

5 5.00 Rmt. 1574.59 Hundred Seventy

grade and levels including making connections

with masonary chambers testing of pipe line as

Fifty Nine Only

per design condition curing as directed with all

leads and lifts etc.complete.

Dewatering by pumping set of require capacity

including temporary plateform carting pumping at Rupees One

site and fixing the same position incl all Hundred Eighty

accessories and fuel and labour etc. comp. ( 5.00 Five And Paise

H.P.Engine ). Fifty Four Only

Providing and fixing 10mm diameter M.S.bars

welded mesh Jali of cover over outlet pipe on coat

of anticorrosive oil painting three coats

7 1.13 Sqmt 1628.12 Hundred Twenty

Eight And Paise

10mm Dia M.S.Bars Welded mesh jali

Providing & Fixing " u " steps fabricated out of

mm dia M S Bar As per Drawing & design

Seven And Paise

8 including applying Two coats of Oil paint over one 10.00 No. 97.97

coat of anticorrosive paintetc.Comp.

16mm dia ' U " Steps

Providing and fabricating steel platforms on

Mt. R.C.C. jack well with walk way and railing

9 32.75 Sqmt 6507.43 Hundred Seven

around jack well including fabrication,errection

And Paise Forty

work etc.complete..

Diversion of water course/ Providing Coffer dam &

Bound of Island as may be Necessary for

10 foundetion & Maintaining the same for the period 1.00 Job 11615.00

Hundred Fifteen

as may be necessary etc.complete.

( A ) Diversion By Channel

Providing Chain Pully Block with Tripplr gear Rupees

arrengement lifting hook ,load chain, hand chain & Seventeen

11 locking device with necessary mounting 1.00 Job 17574.00 Thousand Five

gurder/structure,spur gear travilling trolly and all Hundred Seventy

accessaries ( 2.00 Toone Capacity) etc Complete. Four Only

Providing and fabricating pump lowering

arrangement on steel platform with pully including

12.1 10.50 Rmt. 1377.64 Hundred Seventy

fabrication, errection work etc. complete.

Seven And Paise

M.S. PIPE 100 MM

Sixty Four Only

12.2 M.S. Angle 40x40x6 mm 0.0378 M.T. 38491.10 Four Hundred

Providing and Fitting of Pumpset coupled with

Lakh(s) Seventy

motor joining with

all required Accessories like strainer,NRV Pannel

1 2.00 Set 173342.26 Three Hundred

Starter & Main switch with Cable of suitable Size

of Approved make etc comp

Paise Twenty Six

Polder Type Pump sets (H.P/Lps./Head. )

1 (A) 2.00 No 15441.02 Hundred Forty

Starter / Panel ( 11 to 15 H.P.)

Thousand Ninety

Main Switch Rewireable T P type 63 amp Seven And Paise

PVC insu.Copper Cable 10.00 Sq.mm Four And Paise

Fifty Three Only

PVC insu.Copper Cable 2.500 Sq.mm And Paise Ten

Capacitor 4.00 KVAR each. And Paise Nine

1 (E) 2.00 Pair 1117.06 Hundred

M.S.Clamp 750x75x10mm

1 (F) E L .C.B(Cat.III) 25 Amp.to 100Amp. 2.00 Each 4324.68 Hundred Twenty

Sixty Eight Only

1 (G) 2.00 Each 1681.05 Hundred Eighty

Earthing for Pannel Board

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 put to tender

Deduct………% below Add………% Above

In words In words