Construction of bore,Motter ,Hand Pump and water Tank at Various Taluka of Una ,Veraval,Sutrapada,and kodinar of district Gir Somnath (Under 15th Finance Comission 2023-24 ) (Fourth Attempt)

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief Quantity Unit Rate In Amount

No specification and reference to book of figures

specifications)

1 Excavation for foundation upto 1.5M. depth 14.74 cum 443.11

including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 meter lead.(C) Hard Murrum

2 Excavation for foundation upto 1.5M. depth 2.74 cum 117.08

including sorting out and stacking of useful

materials and disposing of the excavated stuff

upto 50 meter lead.(A) Loose or Soft Soil

3 Providing and laying cement concrete 1:5:10 3.68 cum 2673.00

(1- Cement : 5- Coarse sand : 10- Crushed

stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in

4 White Stone Bela mesonry block in course in 11.98 cum 5598.40

Foundation and Plinth with stone of approved

quality in Cement Mortar 1:6 (1-Cement : 6-

course sand) including packing the joints etc.

5 White Stone Bela mesonry block in course in 10.53 cum 6171.13

Foundation and Plinth with stone of approved

quality in Cement Mortar 1:6 (1-Cement : 6-

course sand) including packing the joints etc.

6 Providing and laying cement concrete 1:3:6 (1- 2.15 cum 3871.27

cement :3-coarse sand : 6- crushed stone

aggregate 20mm nominal size) and curing

complete including cost of formwork in.

7 Providing and laying cement concrete 1:4:8 (1- 0.46 cum 2680.21

Cement : 04- Coarse sand : 08- hand broken

stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in

(A) Foundation and Plinth (upto 10 ton)

8 Providing and laying cement concrete work 1.38 cum 4253.26

1:2:4 (1- Cement : 2- Coarse sand : 4- graded

stone aggregates 20 mm nominal size) and

curing complete excluding cost of formwork

and reinforcement for reinforced concrete

work in (K)Vertical and Horizontial its upto

floor two level. (upto 10 ton)

9 Filling in foundation and plinth with murrum 14.74 cum 286.20

or selected soil in layers of 20cm thickness

including watering, ramming and

consolidating etc. complete. (Up to 10 ton)

10 Providing 10mm thick cement plaster in single 32.00 sqmt 124.74

coat on brick/concrete walls for interior

plastering upto floor two level and finished

even and smooth in (ii) Cement mortar 1:4 (1-

cement :4-sand)

11 Providing 15 mm thick cement plaster in single 57.48 sqmt 186.12

coat on Rough Side of single or half brick walls

for interior plastering upto floor two level and

finished even and smooth in (i)Cement mortar

1:3 (1-cement:3-sand)

12 Provinding,cutting,bending,binding and fixing 0.04 M.T 58894.11

in position as per drawing M.S.STEEL BAR

reinforcement for R.C.C. works and anchor

bars incl cost of black annealed 16 to 18 BWS

M.S. Wire etc.complete with all lead and lift

13 Providing and fixing C.I. Manhole cover 0.60 1.00 Nos. 1130.64

M. x 0.45M. size having weight not less than

14 Supplying rotationally moduled HDPE storage 4.00 Nos. 36273.00

tank without ISI mark of approved make incl.

all taxes transportaion octroi etc.comp.

Syntex type qaulity starage tank (woth inside

lining) 5000 lit.

15 Providing laying and jointing in true line and 12.00 Mtr 71.93

level 15mm dia. U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings make PRINCE /

SUPREME / ASTRAL / FINOLEX or equivalent as

approved by Engineer In Charge. Pipe shall be

fixed on the wall with the help of clamp at

every two metre C/C or shall be concelled as

directed including necessary fittings etc.

including testing of pipe and joints and fixing

the same with adhesive solvent, including cost

of all materials.

16 Drilling of 215 mm dia bore hole in overburden 170.00 Mtr 414.00

strata (alternate layers of lime stone & yellow

sticky clay formation) by DTH Rig up to

required depth including fixing of 175/180 dia

ERW/ PVC pipes & if required further drilling

of 165 mm dia bore hole in hard rock strata by

DTH drilling method up to total depth of

mtr incl.measuring the yield by V notch and

flushing of bore etc.complete in the Coastal

area of saurastra.

17 Providing and Supplying in standard length ISI 179.00 Mtr 736.00

mark rigid unplasticised PVC pipes suitable for

potable water with ring fit joint incl. cost of

rings, as per IS specification no. 4985/1998

including all local and central taxes,

transportation, freight charges, octroi,

inspection charges, loading, unloading,

conveyance to the departmental stores and

incl. cost of jointing material etc. complete.

PVC pipe 6 kg/sqcm 180 mm dia.

18 Providing of Single phase sub. Pump set of Q- 3.00 Nos. 16022.00

1.5 (20LPM. 180mt. Head & 3 H.P)

19 Supply and delivery of following ISI marked 290.00 Mtr. 55.00

H.D.P.E. Pipes (IS:4984/1985 with latest

amendment) having material Grade PE-80 in

approximate 100 mtr. Coil length or as per

GWSSB requirement with SS-316 Nipple at

both end having 11 TPI threading as per

specification, press fitted and bolted having

nominal diameter as under as per detailed

Technical Specification.of 40 mm dia. HDPE

Pipe (10kg/cm2)

20 Providing of 1x3x2.5 sq.mm flat PVC insulated 290.00 Mtr. 58.00

flat submersible cableas per detailed technical

specifications of R/C of GWSSB

21 Providing of Hardware items Like Clamp, Bore 4.00 Lot 2000.00

Window, Nipple, Bend, Nut Bolt etc.

22 Providing and casting in situ C.C. in grade M- 0.66 Cum 4906.00

15 (porportions as per mixdesign or as per

Table 9 of IS456 2000 in masses by weigh

batching ) using granite, quartzite trap metal

of size 6 mm to 20 mm for construction of

cement / concrete platform measuring 0.5 x

0.5 x 0.6 Meter (0.3 Meter above ground level)

around the bore well casing including form

work, needle vibrated consolidation, curing

comp. (excluding cost of reinforcement and

neat finishing).

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

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item (with Quantity Unit Rate Amount

No brief specification and

reference to book of In In

specifications) figures Words

(A) Total Tendered Amount

(B) Rebate on above tendered amount (if any) % (in figure) ……………………………… (in

(C)Net Tendered Amount (A-B) (in figure) ………………………………

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 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.:

No. MIS 102010/17/K1, dtd. 30/07/2018 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.

Signature of Contractor Executive Engineer

Panchayat Irrigation Division