BID DOCUMENTS FOR PROVIDING, SUPPLYING AND LAYING OF R.C.C. NP3 PIPE DRAIN IN VARIOUS AREA AT BODELI NAGARPALIKA UNDER: SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKAS YOJANA (UDP-88) YEAR: 2025-26.

1 PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN AT ALPESHBHAI Rs.

THAKOR NA GHARTHI YOGESHBHAI NA GHAR SUDHI AT GOVARDHAN AREA AT

BODELI NAGARPALIKA

2 PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN AT PATEL FALIYA Rs.

TO DAMOR FALIYA AT BODELI.

3 PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN FROM HALOL Rs.

HIGHWAY TO SANTABEN NA GHAR SUDHI AT GOKUL ESTATE AREA AT BODELI

PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN AT Rs.

NATAVARSINH SOLANKINA GHARTHI TO NARENDRABHAINA GHARTHI

RANJITBHAI NA GHAR SUDHI AT CHACHAK BODELI NAGARPALIKA.

5 PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN FROM LAKSHMI Rs.

PARK AREA SALIMBHAI HOUSE'S TO SARVODAY HOSPITAL AT BODELI.

6 PROVIDING AND LAYING OF 600 MM DIA R.C.C. NP3 PIPE DRAIN FROM Rs.

DHOKALIYA BHATHIJI MANDIR TO KOTAR AT BODELI.

I / We am/are willing to carry out the work at _____________ % above / below (percent should be written in figure and in

words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

( In words ) _________________________ percentage above / below the estimated rate.

Estimated Amount put to tender Rs.

Deduct _______ % below Rs. Rs.

Estimated Amount put to tender Rs.

Add _______ % above Rs. Rs.

Total Amount Rs.

Total Amount Rs.

*( Please strike out whichever is not applicable)

Note :1 All work shall be carried out as per Public Works Department Hand Book and other specifications of Division or as

Note :2 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and hold good

for work under.

Note : 3 I/ We have read the conditions mentioned in this tender and agree to abide by the same.

Note : 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.

Signature of Contractor President Chief Officer

Bodeli Nagarpalika Bodeli Nagarpalika

SECTION-7 BILL OF QUANTITIES-131 Bodeli

BODELI MUNICIPALITY, BODELI

ESTIMATE FOR PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN AT ALPESHBHAI

THAKOR NA GHARTHI YOGESHBHAI NA GHAR SUDHI AT GOVARDHAN AREA AT BODELI.

Sr. Qty. Total Per Amount

1 22.00 Demolition including stacking of serviceable materilas and

Cmt. disposal of unserviceable materials with all lead and lift. (i) R.C.C.

2 216.00 Excavation for Foundation up to 1.5M depth including sorting of

Cmt. useful materials and dispoising of the excavated stuff up to

meter lead in lOOSE or Soft soil.

3 87.00 Excavation for Foundation1.5M to 3.0 M depth including sorting

Cmt. of useful materials and dispoising of the excavated stuff up to

meter lead in Loose or Soft soil.

4 120.00 Supplying and fixing reinforced concrete heavy duty non-pressure

Rmt. pipes with collars for culverts carring heavy trafficas per IS 458-

1991Specification including setting and joining the pipes in C:M

1:2 watering and laying (to level or slopes) of I.S. class NP3 of

following internal diameters. (i) 450mm Dia.

5 259.50 Filling Availabale Excavated Earth (excluding Rock) in trenchess

Cmt. plinth, sides of foundation etc. in layers not exceding 20 cm in

depth consolidated each deposited layer by ramming and

6 8.00 Construction manhole with R.C.C. top slab in 1:2:4 mix (1

Nos. cement:2 coarse sand:4 graded stone aggregate 20mm nominal

size) foundation concrete 1 : 3 : 6 mix (1 cement : 3 coarse sand

:6 brick bats 40 + 50mm size) inside plastering 15mm thick with

cement mortar 1: 5 (1: cement :5 coarse sand ) finished with a

floating coat of neat cement and making channels in cement

concrete 1:2:4 mix 91: cement :2 coarse sand : 4 stone aggregate

20 mm nominal size) finished smooth complete including curing

and festing (i) inside size 900mm x 1200 mm and 1.5 M deep

including C.I cover with frame size 560 mm diameter total weight

of cover and frame to be not less than 128 Kgs. ( wt. of cover

Kg. and wt. of frame 64 Kg. ) ( A) with 230 mm thick walls of

brick masonry using brick SBD

having crushing strength

SECTION-7 BILL OF not less than

35 Kg. / Sq.cm. in cement mortat 1:5 ( 1: cement :5 coarse sand )

(3) C type depth 2.25 meter for 600 mm diameter sewer.

7 22.00 Filling in plinth with sand under floors including watering ramming,

Cmt consolidating and dressing complete

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-133

BODELI MUNICIPALITY, BODELI

ESTIMATE FOR PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN AT PATEL FALIYA TO

DAMOR FALIYA AT BODELI.

Sr. Qty. Total Per Amount

1 324.00 Excavation for Foundation up to 1.5M depth including sorting of

Cmt. useful materials and dispoising of the excavated stuff up to 50 meter

lead in lOOSE or Soft soil.

2 130.00 Excavation for Foundation1.5M to 3.0 M depth including sorting of

Cmt. useful materials and dispoising of the excavated stuff up to 50 meter

lead in Loose or Soft soil.

3 180.00 Supplying and fixing reinforced concrete heavy duty non-pressure

Rmt. pipes with collars for culverts carring heavy trafficas per IS 458-

1991Specification including setting and joining the pipes in C:M 1:2

watering and laying (to level or slopes) of I.S. class NP3 of following

internal diameters. (i) 450mm Dia.

4 389.50 Filling Availabale Excavated Earth (excluding Rock) in trenchess

Cmt. plinth, sides of foundation etc. in layers not exceding 20 cm in depth

consolidated each deposited layer by ramming and watering

5 9.00 Construction manhole with R.C.C. top slab in 1:2:4 mix (1 cement:2

Nos. coarse sand:4 graded stone aggregate 20mm nominal size)

foundation concrete 1 : 3 : 6 mix (1 cement : 3 coarse sand :6 brick

bats 40 + 50mm size) inside plastering 15mm thick with cement

mortar 1: 5 (1: cement :5 coarse sand ) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

91: cement :2 coarse sand : 4 stone aggregate 20 mm nominal size)

finished smooth complete including curing and festing (i) inside size

900mm x 1200 mm and 1.5 M deep including C.I cover with frame

size 560 mm diameter total weight of cover and frame to be not less

than 128 Kgs. ( wt. of cover 64 Kg. and wt. of frame 64 Kg. ) ( A) with

230 mm thick walls of brick masonry using brick having crushing

strength not less than 35 Kg. / Sq.cm. in cement mortat 1:5 ( 1:

cement :5 coarse sand ) (3) C type depth 2.25 meter for 600 mm

diameter sewer.

SBD SECTION-7 BILL OF QUANTITIES-134

6 18.00 Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-135

BODELI MUNICIPALITY, BODELI

ESTIMATE FOR PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN FROM HALOL HIGHWAY TO

SANTABEN NA GHAR SUDHI AT GOKUL ESTATE AREA AT BODELI NAGARPALIKA.

Sr. Qty. Total Per Amount

1 324.00 Excavation for Foundation up to 1.5M depth including sorting of

Cmt. useful materials and dispoising of the excavated stuff up to 50 meter

lead in lOOSE or Soft soil.

2 130.00 Excavation for Foundation1.5M to 3.0 M depth including sorting of

Cmt. useful materials and dispoising of the excavated stuff up to 50 meter

lead in Loose or Soft soil.

3 180.00 Supplying and fixing reinforced concrete heavy duty non-pressure

Rmt. pipes with collars for culverts carring heavy trafficas per IS 458-

1991Specification including setting and joining the pipes in C:M 1:2

watering and laying (to level or slopes) of I.S. class NP3 of following

internal diameters. (i) 450mm Dia.

4 389.50 Filling Availabale Excavated Earth (excluding Rock) in trenchess

Cmt. plinth, sides of foundation etc. in layers not exceding 20 cm in depth

consolidated each deposited layer by ramming and watering

5 9.00 Construction manhole with R.C.C. top slab in 1:2:4 mix (1 cement:2

Nos. coarse sand:4 graded stone aggregate 20mm nominal size)

foundation concrete 1 : 3 : 6 mix (1 cement : 3 coarse sand :6 brick

bats 40 + 50mm size) inside plastering 15mm thick with cement

mortar 1: 5 (1: cement :5 coarse sand ) finished with a floating coat of

neat cement and making channels in cement concrete 1:2:4 mix 91:

cement :2 coarse sand : 4 stone aggregate 20 mm nominal size)

finished smooth complete including curing and festing (i) inside size

900mm x 1200 mm and 1.5 M deep including C.I cover with frame

size 560 mm diameter total weight of cover and frame to be not less

than 128 Kgs. ( wt. of cover 64 Kg. and wt. of frame 64 Kg. ) ( A) with

230 mm thick walls of brick masonry using brick having crushing

strength not less than 35 Kg. / Sq.cm. in cement mortat 1:5 ( 1:

cement :5 coarse sand ) (3) C type depth 2.25 meter for 600 mm

diameter sewer.

SBD SECTION-7 BILL OF QUANTITIES-136

6 27.00 Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-137

BODELI MUNICIPALITY, BODELI

ESTIMATE FOR PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN AT NATAVARSINH SOLANKI

NA GHARTHI TO NARENDRABHAI NA GHARTHI RANJITBHAI NA GHAR SUDHI AT CHACHAK BODELI

Sr. Qty. Total Per Amount

1 405.00 Excavation for Foundation up to 1.5M depth including sorting of useful

Cmt. materials and dispoising of the excavated stuff up to 50 meter lead in

lOOSE or Soft soil.

2 162.00 Excavation for Foundation1.5M to 3.0 M depth including sorting of

Cmt. useful materials and dispoising of the excavated stuff up to 50 meter

lead in Loose or Soft soil.

3 225.00 Supplying and fixing reinforced concrete heavy duty non-pressure pipes

Rmt. with collars for culverts carring heavy trafficas per IS 458-

1991Specification including setting and joining the pipes in C:M 1:2

watering and laying (to level or slopes) of I.S. class NP3 of following

internal diameters. (i) 450mm Dia.

4 486.50 Filling Availabale Excavated Earth (excluding Rock) in trenchess plinth,

Cmt. sides of foundation etc. in layers not exceding 20 cm in depth

consolidated each deposited layer by ramming and watering

5 12.00 Construction manhole with R.C.C. top slab in 1:2:4 mix (1 cement:2

Nos. coarse sand:4 graded stone aggregate 20mm nominal size) foundation

concrete 1 : 3 : 6 mix (1 cement : 3 coarse sand :6 brick bats 40 +

50mm size) inside plastering 15mm thick with cement mortar 1: 5 (1:

cement :5 coarse sand ) finished with a floating coat of neat cement

and making channels in cement concrete 1:2:4 mix 91: cement :2

coarse sand : 4 stone aggregate 20 mm nominal size) finished smooth

complete including curing and festing (i) inside size 900mm x 1200 mm

and 1.5 M deep including C.I cover with frame size 560 mm diameter

total weight of cover and frame to be not less than 128 Kgs. ( wt. of

cover 64 Kg. and wt. of frame 64 Kg. ) ( A) with 230 mm thick walls of

brick masonry using brick having crushing strength not less than 35 Kg.

/ Sq.cm. in cement mortat 1:5 ( 1: cement :5 coarse sand ) (3) C type

depth 2.25 meter for 600 mm diameter sewer.

SBD SECTION-7 BILL OF QUANTITIES-138

6 34.00 Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-139

BODELI MUNICIPALITY, BODELI

ESTIMATE FOR PROVIDING AND LAYING OF 450 MM DIA R.C.C. NP3 PIPE DRAIN FROM LAKSHMI PARK AREA

SALIMBHAI HOUSE'S TO SARVODAY HOSPITAL AT BODELI.

Sr. Qty. Total Per Amount

1 216.00 Excavation for Foundation up to 1.5M depth including sorting of useful

Cmt. materials and dispoising of the excavated stuff up to 50 meter lead in

lOOSE or Soft soil.

2 87.00 Excavation for Foundation1.5M to 3.0 M depth including sorting of

Cmt. useful materials and dispoising of the excavated stuff up to 50 meter

lead in Loose or Soft soil.

3 120.00 Supplying and fixing reinforced concrete heavy duty non-pressure

Rmt. pipes with collars for culverts carring heavy trafficas per IS 458-

1991Specification including setting and joining the pipes in C:M 1:2

watering and laying (to level or slopes) of I.S. class NP3 of following

internal diameters. (i) 450mm Dia.

4 259.50 Filling Availabale Excavated Earth (excluding Rock) in trenchess plinth,

Cmt. sides of foundation etc. in layers not exceding 20 cm in depth

consolidated each deposited layer by ramming and watering

5 6.00 Construction manhole with R.C.C. top slab in 1:2:4 mix (1 cement:2

Nos. coarse sand:4 graded stone aggregate 20mm nominal size) foundation

concrete 1 : 3 : 6 mix (1 cement : 3 coarse sand :6 brick bats 40 +

50mm size) inside plastering 15mm thick with cement mortar 1: 5 (1:

cement :5 coarse sand ) finished with a floating coat of neat cement

and making channels in cement concrete 1:2:4 mix 91: cement :2

coarse sand : 4 stone aggregate 20 mm nominal size) finished smooth

complete including curing and festing (i) inside size 900mm x 1200 mm

and 1.5 M deep including C.I cover with frame size 560 mm diameter

total weight of cover and frame to be not less than 128 Kgs. ( wt. of

cover 64 Kg. and wt. of frame 64 Kg. ) ( A) with 230 mm thick walls of

brick masonry using brick having crushing strength not less than

Kg. / Sq.cm. in cement mortat 1:5 ( 1: cement :5 coarse sand ) (3) C

type depth 2.25 meter for 600 mm diameter sewer.

SBD SECTION-7 BILL OF QUANTITIES-140

6 18.00 Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-141

BODELI MUNICIPALITY, BODELI

ESTIMATE FOR PROVIDING AND LAYING OF 600 MM DIA R.C.C. NP3 PIPE DRAIN FROM DHOKALIYA BHATHIJI

MANDIR TO KOTAR AT BODELI.

Sr. Qty. Total Per Amount

1 192.00 Excavation for Foundation up to 1.5M depth including sorting of

Cmt. useful materials and dispoising of the excavated stuff up to 50 meter

lead in lOOSE or Soft soil.

2 77.00 Excavation for Foundation1.5M to 3.0 M depth including sorting of

Cmt. useful materials and dispoising of the excavated stuff up to 50 meter

lead in Loose or Soft soil.

3 85.00 Supplying and fixing reinforced concrete heavy duty non-pressure

Rmt. pipes with collars for culverts carring heavy trafficas per IS 458-

1991Specification including setting and joining the pipes in C:M 1:2

watering and laying (to level or slopes) of I.S. class NP3 of following

internal diameters. (i) 600mm Dia.

4 237.50 Filling Availabale Excavated Earth (excluding Rock) in trenchess

Cmt. plinth, sides of foundation etc. in layers not exceding 20 cm in depth

consolidated each deposited layer by ramming and watering

5 5.00 Construction manhole with R.C.C. top slab in 1:2:4 mix (1 cement:2

Nos. coarse sand:4 graded stone aggregate 20mm nominal size)

foundation concrete 1 : 3 : 6 mix (1 cement : 3 coarse sand :6 brick

bats 40 + 50mm size) inside plastering 15mm thick with cement

mortar 1: 5 (1: cement :5 coarse sand ) finished with a floating coat of

neat cement and making channels in cement concrete 1:2:4 mix 91:

cement :2 coarse sand : 4 stone aggregate 20 mm nominal size)

finished smooth complete including curing and festing (i) inside size

900mm x 1200 mm and 1.5 M deep including C.I cover with frame

size 560 mm diameter total weight of cover and frame to be not less

than 128 Kgs. ( wt. of cover 64 Kg. and wt. of frame 64 Kg. ) ( A) with

230 mm thick walls of brick masonry using brick having crushing

strength not less than 35 Kg. / Sq.cm. in cement mortat 1:5 ( 1:

cement :5 coarse sand ) (3) C type depth 2.25 meter for 600 mm

diameter sewer. 23470.48 No.

SBD SECTION-7 BILL OF QUANTITIES-142

6 13.00 Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete

Add :- 18% of GST, Rs.

Add :- 1% of Qaulity Controll Rs.

Add :- 2% of Contingency Charges Rs.

SBD SECTION-7 BILL OF QUANTITIES-143