RAIN WATER HARVESTING WORK

Name Of Work:- M & R To M.I.Tanks,Percolation Tanks,Check dams , F.P.Schemes etc- under Irrigation

Division,Kheda District Panchayat,Nadiad for the Year - 2026-27 (Hiring JCB,Tractor with Trailor,providing empty

cement bags ,earth work ,CC work,Rubble pit

Time Schedule for completion of different designed parts of the work for liquidated damages

to be paid by the Contractor, if he fails to complete the part of work within stipulated time limit is as

Time Schedule of completion

Sr.No Description of Item Time limit for completion

1 RAIN WATER HARVESTING WORK AT ITI

CAMPUS AT VILLAGE ARERI. TA.

Above total time limit is calculated excluding monsoon period

A.E Deputy Executive Engineer

M.I.(P) Sub Div.No.1 M.I.(P) Sub Div.No.1

Signature of contractor Signature of the Executive Engineer

Executive Engineer

Irrigation Division

Kheda District Panchayat,Nadiad

NAME OF WORK : RAIN WATER HARVESTING WORK AT ITI CAMPUS AT VILLAGE ARERI. TA. MAHEMDABAD

QTY. UNIT ITEM RATE In Words PER AMOUNT

126.00 Rmt Item No : 1 Drilling of pilot hole in alluvial strata by 749.00 Rs. Seven Hundred Forty Nine Only Rmt

Ditrect rotary Rig 250-300 mm dia.(Kheda. Up to

mtr) (Drilling level may be less if Blue clay level is

above the taken measurement drilling depth)

126.00 Rmt Item No. 2 Reaming of 250/300 mm dia. pilot bore hole 347.00 Rs. Three Hundred Forty Seven Only Rmt

including assembling, lowering housing casing ,strainer

pipes, gravel packing, clay packing etc..(450mm

reaming)(Kheda Up to 300 mtr)

1.00 Job Item No.3 Electrologging of bore as directed etc 18000.00 Rs. Eighteen Thousand Only Job

72.00 Rmt Item No. 4 Manufacture, supply & delivery of ISI Rs.

Two Thousand Two Hundred Fifty Eight & Ten Paise

marked UPVC Casing pipe 300.00 mm nominal dia. "

54.00 Rmt Item No.5 Manufacture, supply & delivery of SS 304 13026.00 Rs. Thirteen Thousand Twenty Six Only Rmt

screen pipe 300 mm dia slot size 1 mm with male

female thread connection conforming to IS:8110

126.00 Rmt Item No.6 Lowering and removing of 100 mm dia 148.00 Rs. One Hundred Forty Eight Only Rmt

dropline and 32 mm dia airline for development of

each water bearing zone come across up to full depth

of tube well of size 200 / 250 / 300 mm dia. for

tubewell having depth 186 meter and above through

suitable air compressor. The job is for complete period

of development of tubewell. (Without charges for air

11.13 Cmt Item No.7 Supplying best quality of well sorted gravel 2029.00 Rs. Two Thousand Twenty Cmt

of selected size 4 mm to 6 mm at site of work etc. Nine Only

complete (sevalia site)

1.00 Job Item No.8 Cement grouting / sealing with cost of 13273.00 Rs. Thirteen Thousand Two Job

cement by means of mud pump. Hundred Seventy Three Only

10.00 Ls Item No.9 Air compressor 600 CFM/150 PSI 22205.00 Rs. Twenty Two Thousand Ls

Two Hundred Five Only

71.73 Cmt Item No.10 Excavation for foundation in all sorts of 102.40 Rs. One Hundred Two & Forty Cmt

soil,including yellow sandy gravelly soils ,soft & hard Paise Only

murrum etc in dry condition including depositing the

excavated stuff, in uniform layers in banks or as and

where directed etc comp for lead upto 500 m. and all

lifts(By machinery) Excluding dewatering

3.68 Cmt Item No.11 Providing and casting insitu C.C in grade M- 4732.00 Rs. Four Thousand Seven Cmt

15 (approx corres. To propor. 1:2:4 )(proportion as per Hundred Thirty Two Only

mix design or as per IS Table 9 of IS 456:2000 in

masses by weigh batching )using granite quartzite trap

metal of size 6 mm to 20 mm for rc work including

scaffolding, centering, formwrk, needle vibrator

consolidation curing comp. up to 6 m depth or height

(excluding cost of reinforcement and neat finishing )

with centering shuttering /deshutterin etc comp for

structure for other than water retaining , (1) footing

without formwork

Item No.12 Providing and casting insitu C.C in grade M-

25 proportion of ingredients as per mix design by weigh

batching )using granite quartzite trap metal of size

mm to 20 or 6 mm to 12 mm including scaffolding,

centering, formwrk, needle vibrator consolidation

curing and hyadraulic testing etc comp. (excluding

cost of reinforcement and neat finishing ) with

centering shuttering /deshutterin etc comp up to 6 m

depth or height Avg GL for all water retaining structures

7.95 cmt 1) Flat bottom Slab / floor slabwithout shuttering 6905.00 Rs. Six Thousand Nine cmt

Hundred Five Only

9.60 cmt 2) Verical wall above 25 cms 8083.00 Rs. Eight Thousand Eighty cmt

3.29 cmt 3) Beam Ring Beam Girders 8486.00 Rs. Eight Thousand Four cmt

Hundred Eighty Six Only

0.27 MT. Item No.13 Providing and Placing in position 82019.00 Rs. Eighty Two Thousand MT.

reinforcement bars including cutting , banding , welding Ninteen Only

, joints where necessary , hooking etc. complete as per

drawing for all lead and lifts.TMT/CRS(FE-500 D)

16.00 no Item No.14 Providing supplying and loweirng precast 10100.00 Rs. Ten Thousand One no

chamber of size 0.8m * 0.8m *0.8 m made from Hundred Only

Highperformance concrete grade M

16.00 no Item No.15 Providing supplying and loweirng precast 3500.00 Rs. Three Thousand Five no

chamberlid cover of size 0.8m * 0.8m made from Hundred Only

Highperformance concrete grade M

33.00 smt Item No.16 Dismantling the existing road surface 142.80 Rs. One Hundred Forty Two & smt

including diposing off the dismentaled materials and Eighty Paise Only

stacking the useful as directed A-9 (a) Cement

114.00 rmt Item No.17 Providing & Supplying standard length ISI 1144.00 Rs. One Thousand One rmt

Mark rigid unplastisied PVC Pipe suitable for potable Hundred Forty Four Only

water with ringfit joint inclunding cost of rings, as per IS

specification no. 4985/1988 inclunding all local and

central taxes, transportation, frelenght charges, octrol,

inspection charges, loading unloading, conveyance to

the departmental store and including cost of jointing

meterial etc. complate. ( with Excise Duty)

114.00 rmt Item No.18 Lowering ,Laying & Jointing PVC pipes & 47.00 Rs. Forty Seven Only rmt

specials including cost of conveyance from store to site

of work including cost of labour, material except cost of

cement ,solvent giving satisfactory hydraulic testing as

32.96 cmt Item No.19 Refilling the pipe line trenches including 22.00 Rs. Twenty Two Only cmt

ramming watering consolidating disposal of surplus

stuff as directed within radius of 3.00 km.

Item No.20 PVC Fittings Providing and supplying at

store or site of work inclu. Freight ,loading,unloading

stacking insurance & all taxes etc complete

20.00 Nos 1)PVC Elbow 110 mm 358.00 Rs. Three Hundred Fifty Eight Nos

20.00 Nos 2)PVC Elbow 90 mm 216.00 Rs. Two Hundred Sixteen Only Nos

1.00 No Item No.21 Providing and fixing Number Plate of 303.11 Rs. Three Hundred Three & No

Marble plate stone of required size set in C.M.1:4 incl Eleven Paise Only

finishing and engraving letters etc.comp

20.00 no Item No:- 22 Providing Supplying Basket filter of 4657.00 Rs. Four Thousand Six no

Quality SS304 Basket Filter Size :120mm X 500 MM Hundred Fifty Seven Only

Long, TOP FLANGE : Ø150 6 mm hole with wrap

around with mesh,connected with PVC pipe fittings

including all accessories, supports, jointing,testing

commissioning, complete in all respects as directed by

2.50 rmt Item No:- 23 Providng fabricating and supplying SS 42735.00 Rs. Forty Two Thousand rmt

304 and installling SS 304 Dual Screen filter pipe Seven Hundred Thirty Five

assembly for Rain water harvesting comprising an Only

outer SS 304 wedge wire screen pipe of 600 mm dia

and 0.75mm slot opening and an inner SS 304

mm dia slot size of 0.5 mm maintaining an annular

space between two pipes filled with approved graded

filter media .The assembly shall be complete with

mm plain end rings on both sides necessary

spacers/supports to maintain unifrom clearance and all

fittings required for complete installation.The item shall

include all necessary SS 304 spacer support rings,

base plate/falnge ,for base connection for complete

installation air vent pipe of suitable size and satisfactory

operation of dual screen rain water harvesting filter

Rs. Twenty Lac Seventy Six Thousand Five Hundred Twenty Three & Sixty Three Paise Only

Deputy Executive Engineer

M I (P) Sub Div. No.

I/We am/are willing to carry out the work at_________% above/below percent

(should be written in figures & words of the estimated rates mentioned above.rates mentioned above.

Amont of my/ our tender works out as under Amount of my/our tender wo Estimated

amount put to tender _________________ Estimated amount put to tender

Deduct_________% belowRs.______ Add______% AboveRs.

Inwards Inwards

(Please Strike out whichever is not applicable)

Executive Engineer

Sign. of contractor Irri.Division,K.D.P.,Nadiad