Ahmedabad Multi Storage Building Nikol, Odhav, Vastral Sub Registrar Offices. (Bore well and Rain water harvesting system) (2nd attempt)

Name of work: Ahmedabad Multi Storage Building Nikol, Odhav, Vastral Sub Registrar

Offices. (Bore well and Rain water harvesting system) (2nd attempt)

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

1 300.00 WATER BORE : Drilling pilot 672.66 Rupees Six Rmt

borehole of size 250/300 mm at Hundred

above site by mud flush direct Seventy Two

rotery rig. And Paise

2 300.00 Reaming of 250/300 mm dia.Pilot 410.06 Rupees Four Mtr

borehole to size 550 mm dia. Hundred Ten

Incliding assembling ,lowering And Paise Six

housing ,casing strainerpipers with Only

gravel packing and clayball packing

3 1.00 Cement sealing if necessary 15014.66 Rupees Job

without cost of cement by means of Fifteen

Mud Pump. Thousand

4 20.00 900 CFM /200 PSI capacity air 9519.25 Rupees Nine Hr.

compressar upto the availability of Thousand Five

sand free discharge for upto 250 Hundred

mtrs Nineteen And

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

5 300.00 Manufacture, Supply & delivery of 2574.49 Rupees Two Mtr

cage type wire wound low carbon Thousand Five

galvanized screen pipe as per Hundred

GWSSB R/C 250 mm dia grade Seventy Four

heavy 1.00 mm And Paise

6 200.00 Manufacture, Supply & delivery of 2377.54 Rupees Two Mtr

cage type wire wound low carbon Thousand

galvanized screen pipe as per Three

GWSSB R/C 250 mm dia grade Hundred

heavy 1.50 mm Seventy

7 90.00 Supply of miscellenious bore 1753.36 Rupees One Pair

material suitable to 250 mm dia Thousand

pipes as following (A) MS Bore Seven

clamps made from M.S. plate with Hundred Fifty

3 holes on either side with nuts & Three And

bolts of std make of size Paise Thirty

750X75X16 mm flat to 250 mm dia Six Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

8 1.00 Supply of miscellenious bore 1239.27 Rupees One No

material suitable to 250 mm dia Thousand Two

pipes as following (B) MS Bore Hundred Thirty

Plug having 100mm height made Nine And

from M.S. plate with 3 holes at Paise Twenty

equal distance on circumferrence Seven Only

for nut-bolts type, locking

arrrangement with nuts-bolts & lock

nuts of std make complete from

mm thick M.S. plate suitable for

250mm dia pipe.

9 90.00 Clamps made from M.S. Plate with 2173.52 Rupees Two Pair

Hole on either side with nuts & Thousand One

bolts of Std. Make size 900mm x Hundred

100mm x 16 mm flat suitable for Seventy Three

250mm dia. pipe. And Paise

10 168.00 Supply of miscellenious bore 97.97 Rupees Ninety No

material suitable to 250 mm dia Seven And

pipes as following (D) Steel bent Paise Ninety

plate suitable for ERW pipe for Seven Only

250mm dia (size:200 X 150X6 mm)

11 50.00 Supply of clay ball having size of 849.41 Rupees Eight Cum

25mm to 50mm from Sicky Clay at Hundred Forty

site of work. Nine And

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

12 1.00 Electrologging of Pilot bore hole 18180.00 Rupees Job

with carting. Eighteen

13 1.00 Geohydrological ground water 16160.00 Rupees Job

investigation including water Sixteen

sample chemical analysis Thousand One

14 250.00 Supplying of following size of 620.14 Rupees Six Rmt.

Heavy UPVC column pipe with Hundred

coupler and wire lock (F)80mm Twenty And

15 1.00 Supply of ISI marked portland 7128.58 Rupees Seven Ton

cement of store or site of works Thousand One

including all tax with loading, Hundred

unloading, freight etc. complete as Twenty Eight

directed. And Paise

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

16 1.00 Lowering of Submersible Motor 3535.00 Rupees Three Job

Pump Set complete with required Thousand Five

Nos. and size of casing pipes Hundred Thirty

erected by means of proper chain Five Only

pulley block and pipe wrenches

after checking of threads of

eachpipe with coupling to take the

load of the pump set and pipe

assembly filled up with water.

above 120 mtrs.

17 250.00 Providing and erecting ISI Marked 574.69 Rupees Five No

PVC insulated PVC shethed flat Hundred

flexible Submersible copper cable Seventy Four

approved make of following size (f) And Paise

3 Core x 25 sq.mm Sixty Nine

18 1.00 Supplying submersible pump set 90395.00 Rupees Ninety No

for bore of 200 mm. dia. Or more Thousand

having 3 phase motor capacity Three

about 40/45 H.P discharge Hundred

capacity having (b) ( 9 Stage) 1270 Ninety Five

to 1180 L.P.M. discharge at. the Only

head 113 to 126 mtrs. suitable for

100 mm dia. delivery pipe Cat III

19 2.00 Manufacture, supply and delivery of 1167.56 Rupees One Set

80 mm size CI pipe adaptor and Thousand One

pump adaptor for UPVC Column Hundred Sixty

pipes. Seven And

Paise Fifty Six

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

20 1.00 Lowering and removing of 100mm 62044.30 Rupees Sixty Job

dia. dropline and 32mm dia. airline Two Thousand

for development of each water Forty Four

bearing zones comes across upto And Paise

the full depth of deep tube well of Thirty Only

size 200mm / 250mm / 300mm dia.

for the tubewell having depth

Mtr. and above through suitable air

compressure. The job is for

complete period of development of

tubewell. (without air compressor

charges) (Min 8 Hrs. & upto Sand

free discharge) upto 250 m.

21 1.00 S.I.T.C. submersible pump set for 104171.40 Rupees One Job

bore of 200 mm. dia. Or more Lakh(s) Four

having 3 phase motor capacity Thousand One

about 40-45 H.P discharge Hundred

capacity having . Lifting and Seventy One

Lowering taken extra. (A) (11 And Paise

Stage) 930 to 780 L.P.M. discharge Forty Only

at. the head 154 to 182 mtrs.

suitable for 80 mm dia. delivery

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

22 1.00 Supplying and erecting approved 45476.26 Rupees Forty Job

make3 phase motor control panel Five Thousand

(ATS) made from 16 G. CRCA Four Hundred

sheet duly painted with epoxy Seventy Six

power paint inside and outside with And Paise

hinged doors and locking Twenty Six

arrangement, consisting, of suitable Only

switch of AC 23 duty with HRC

fuses (Cat.III), starting and running

contactors, overload relay,

Automatic water level controller,

Electronic timer with master timer

CT operated Ammeter with selector

switch, Voltmeter with selector

switch, phase indicating lamps,

single phasing preventer , water

level guard, over load, start, run

and stop push buttons, air cooled

auto transformer with 60%, 70%,

80% tapping, Panel to be erected

on angle iron frame grouted on wall

as directed., contactors relays,

timer etc. shall be of L & T

Siemens / Cutler Hammer make.

(D) Suitable for 40 H.P.

220.00 Providing and erecting ISI marked 647.41 Rupees Six Mtr

PVC insulated PVC Sheathed Flat Hundred Forty

flexible Submersible copper cable Seven And

approved make of following Size. Paise Forty

(G)3 Core x 25 Sq. mm One Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

24 1.00 Providing Water proof straight Joint 278.76 Rupees Two Each

in PVC insulated flat flexible copper Hundred

cable by using insulating material, Seventy Eight

water proofing material, & making And Paise

the joint complete. (B) 16 to 35 Sq. Seventy Six

25 1.00 Percolation well : 1) Boring and 407393.34 Rupees Four Nos

Sinking 30 cm. diameter Lakh(s) Seven

percolation well reverse rotary Thousand

drilling system including excavation Three

and refilling mud pit, pre and post Hundred

site cleaning etc. complete and Ninety Three

thereafter withdrawal and removal And Paise

of the Derrick etc. complete. 190mt. Thirty Four

depth 2) Supplying, fixing and Only

lowering 20 cm diameter PVC

strainer pipes having slot size

mm to suit the size of water bearing

coarse sand to the required depth

as per direction of the engineer 3)

Washing and developing the tube

well with the air compressor (900

cfm/ 200 psi) with drop line washing

with every water bearing zone upto

bottom level till sand free water. 4)

Making Rain water Harvesting pit

2mtr x 2 mtr x 2.5mtr deep with

x 35 cm dry brick honey comb

perforated brick work with manhole

covers etc. complete as per

standard design Rate shall be

inclusive of all material, labour,

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

26 8.00 Constructing brick masonry 3660.76 Rupees Three Each

chamber for underground C.I. Thousand Six

Inspection chamber and bends with Hundred Sixty

bricks having crushing strength not And Paise

less than 35Kg/Cm2 in C.M. 1:5 Seventy Six

C.I. cover with frame (Light duty) Only

455mm x 610mm intenal

dimensions total weight of cover

with frame to be not less than

38Kg. (Wt. of cover 23 Kg.) and Wt.

of frame 15Kg. ) (R.C.C. top slabe

with 1:2:4 mix (1-cement :2- coarse

sand :4-graded stone aggregate

20mm size) foundation concrete

1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished

smooth with a floating coat of neat

cement on walls and bed concrete

etc. complete.(ii) Inside dimensions

500mm x 700 mm and 450mm

deep for pipe line with one or two

27 24.00 Extra over items 24.44 for every 264.86 Rupees Two Each

additional depth of 0.1M. Of part Hundred Sixty

thereof beyond 450mm depth for Four And

Brick masonry chamber. (ii) for Paise Eighty

500mm x 700mm size. Six Only

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

28 35.00 Providing laying (to level or slopes) 348.04 Rupees Three RMT

and jointing reinforced concrete Hundred Forty

Light duty non-pressure pipes I.S. Eight And

class NP2 of the following internal Paise Four

diameter with collars and butt ends Only

prepared for collar joints including

testing of joints complete.(C)

29 35.00 Providing laying (to level or slopes) 665.48 Rupees Six RMT

and jointing reinforced concrete Hundred Sixty

Light duty non-pressure pipes I.S. Five And

class NP2 of the following internal Paise Forty

diameter with collars and butt ends Eight Only

prepared for collar joints including

testing of joints complete.(D)

Rs. In Words : Rupees Thirty Four Lakh(s) Sixty One Thousand Nine And Paise Ninety Seven

I / We am / willing to carry out the work at __________ above / below __________ percentage (should

be written in figures and words) above / below the estimated amount mentioned above. Amount of

my/our tender works out as under.

Estimated Amount put to Estimated Amount put to

Deduct _________ % Below. Add _________ % Above.

Item Total Discription Estimated Rate Unit Amount.

In Figure In words

Notes For Civil Work :-

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 labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a 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-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in 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.

5 (A) Rate of dismentalled material shall be deducted from R.A. bill at the rate mention in

attach statement here under if overall tender will be below then estimated cost.

(B) If in case of tender quoted above the rate , then estimated cost of dismentalled item

will be increased by percentage quoted by agency.

6 Annexure - 1 will be applicable in this tender.

Executive Engineer

Dated signature

A'bad Medical (R&B) Division

of the contractor