CONSTRUCTION WORK OF 250 MM AND 150 MM NP-3 DRAINAGE LINES FROM (1)KHARANA JHAPA TO SWAMINARAYAN MANDIR IN WARD NO. 4, (2) FROM BHANWAD MAIN ROAD TO SWAMINARAYAN NAGAR SHERI IN WARD NO. 7, AND (3)FROM INDIRA VASHAT TO AHIR NI WADI IN WARD NO. 9 UNDER THE 15 PERCENTAGE VIVEKADHIN GRANT FOR THE YEAR 2022–23.(5TH ATTEMPT)

NAME OF WORK :- Construction work of 250 mm and 150 mm NP-3 drainage lines from Kharana Jhapa to

Swaminarayan Mandir in Ward No. 4, from Bhanwad Main Road to Swaminarayan Nagar Sheri in Ward No. 7, and

from Indira Vashat to Ahir Ni Wadi in Ward No. 9 under the 15% Vivekadhin Grant for the year 2022–23

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

3 Schedule - "B"- 3

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage (should be writen in

figures and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. 2357922=00 Put to Tender Rs. 2357922=00

Add ..............% Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Signature of the Contractor

Consl. Engineer Engineer Mahuva Nagarpalika

Chief Officer President

Mahuva Nagarpalika Mahuva Nagarpalika

MAHUVA MUNICIPALITY-MAHUVA

DIST: BHAVNAGAR

NAME OF WORK :- CONSTRUCTION WORK OF 150 MM DIA. R.C.C NP3 CLASS DRAINAGE LINE

LOCATION :- BHANVAD MAIN ROAD TO SWAMINARAYAN SOCIETY IN STREET

Quantities Estimated Estimated Rates Total Amount according to

Quantities Estimated Estimated Rates Total Amount according to

Item No. but may be more or Item Descrption Unit

estimated quantities.

in Figure in Words

536.00 1Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

gradient and line including safety provisions using site rails and Rupees One Hundred Sixty Four and

1 stacking excavated stuff including up to all required lead cleaning the Cum

Sixty Three Paisas Only

site etc. complete for all lifts and strata as specified

77.00 Providing and laying in foundation and plinth / under floors lime

concrete with Machine crusing stone aggregates 40mm nominal size Rupees Two Thousand Seven

2 and 40% mortar comprising of 1- Lime putty : 2-Fine sand and curing Hundred Sixty Six and Thirty Nine Cum

complete excluding cost of formwork. (more than 10 ton) Paisas Only

437.00 Providing and supplying ISI standard RCC pipes in standard length of

following class and diameter suitable for either collar joints or rubber

Rupees Three Hundred Thirty Four

3 ring including all taxes insurances transportation freight charges octroi Cum

and Thirty One Paisas Only

inspection charges loading unloading conveyances to departmental

stores staking etc.(ii) 150 mm dia.

450.00 Lowering laying and jointing RCC Pipe in CM 1:1 1/2 of following

diameter in proper position grade and alignment at all levels as directed

Rupees Sixty Three and Sixty Three

4 by engineer in charges including conveyance form staores to site of Cum

work labour giving hydraulic testing as per IS Code.(ii) 150 mm dia

MAHUVA MUNICIPALITY-MAHUVA

DIST: BHAVNAGAR

NAME OF WORK :- CONSTRUCTION WORK OF 150 MM DIA. R.C.C NP3 CLASS DRAINAGE LINE

LOCATION :- BHANVAD MAIN ROAD TO SWAMINARAYAN SOCIETY IN STREET

Quantities Estimated Estimated Rates Total Amount according to

Quantities Estimated Estimated Rates Total Amount according to

Item No. but may be more or Item Descrption Unit

estimated quantities.

in Figure in Words

456.00 Filling available excavated earth (excluding rock) in trenches plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth Rupees One Hundred Thirty and

consolidating each disposited layer by ramming and watering Thirty Nine Paisas Only

15.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-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 (1-Cement :2-Coarse

sand :4-stone aggregate 20mm nominal size) finished smooth Rupees Nineteen Thousand Three

6 complete including curing and festing (i) Inside size 900mm x Hundred Thirty and Forty Six Paisas Cum

1200mm and 1.5M. deep including C.I. cover with frame size Only

560mm 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

230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 250 mm

One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges, after deducting the cost of material proposed in

scheduled-A at basic rate. One percent labour cess will be deducted from contractor’s bill.

I/ We am/are willing to carry out the work at % above / below % (should be writtern in figure and words) below / above the estimated rates mentioned above amount

Estimated amount put to tender : . Estimated amount put to tender :

MAHUVA MUNICIPALITY

Signature of contractor

MAHUVA MUNICIPALITY-MAHUVA

DIST: BHAVNAGAR

NAME OF WORK :- CONSTRUCTION WORK OF 250 MM DIA. R.C.C NP3 CLASS DRAINAGE LINE

LOCATION :- INDIRA VASAHAT TO AHIR VADI IN WARD NO-8

Quantities Estimated Estimated Rates Total Amount according to

Quantities Estimated Estimated Rates Total Amount according to

Item No. but may be more or Item Descrption Unit

estimated quantities.

in Figure in Words

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

gradient and line including safety provisions using site rails and Rupees One Hundred Sixty Four and

1 636.00 stacking excavated stuff including up to all required lead cleaning the 164.63 Cum

Sixty Three Paisas Only

site etc. complete for all lifts and strata as specified

Providing and laying in foundation and plinth / under floors lime

concrete with Machine crusing stone aggregates 40mm nominal size Rupees One Thousand Eight

2 98.00 and 40% mortar comprising of 1- Lime putty : 2-Fine sand and curing 1844.26 Hundred Forty Four and Twenty Six Cum

complete excluding cost of formwork. (more than 10 ton) Paisas Only

Providing and supplying ISI standard RCC pipes in standard length of

following class and diameter suitable for either collar joints or rubber

Rupees Five Hundred Thirty Two and

3 734.00 ring including all taxes insurances transportation freight charges octroi 532.27 Cum

Twenty Seven Paisas Only

inspection charges loading unloading conveyances to departmental

stores staking etc.(ii) 150 mm dia.

Lowering laying and jointing RCC Pipe in CM 1:1 1/2 of following

diameter in proper position grade and alignment at all levels as directed

Rupees Ninety Seven and Ninety

4 750.00 by engineer in charges including conveyance form staores to site of 97.97 Cum

Seven Paisas Only

work labour giving hydraulic testing as per IS Code.(ii) 150 mm dia

Filling available excavated earth (excluding rock) in trenches plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth Rupees Eighty Eight and Eighty Six

consolidating each disposited layer by ramming and watering Paisas Only

MAHUVA MUNICIPALITY-MAHUVA

DIST: BHAVNAGAR

NAME OF WORK :- CONSTRUCTION WORK OF 250 MM DIA. R.C.C NP3 CLASS DRAINAGE LINE

LOCATION :- INDIRA VASAHAT TO AHIR VADI IN WARD NO-8

Quantities Estimated Estimated Rates Total Amount according to

Quantities Estimated Estimated Rates Total Amount according to

Item No. but may be more or Item Descrption Unit

estimated quantities.

in Figure in Words

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-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 (1-Cement :2-Coarse

sand :4-stone aggregate 20mm nominal size) finished smooth Rupees Eighteen Thousand Four

6 25.00 complete including curing and festing (i) Inside size 900mm x 18437.08 Hundred Thirty Seven and Eight Cum

1200mm and 1.5M. deep including C.I. cover with frame size Paisas Only

560mm 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

230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 250 mm

One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges, after deducting the cost of material proposed in

scheduled-A at basic rate. One percent labour cess will be deducted from contractor’s bill.

I/ We am/are willing to carry out the work at % above / below % (should be writtern in figure and words) below / above the estimated rates mentioned above amount

Estimated amount put to tender : . Estimated amount put to tender :

MAHUVA MUNICIPALITY

Signature of contractor

MAHUVA MUNICIPALITY-MAHUVA

DIST: BHAVNAGAR

NAME OF WORK :- CONSTRUCTION WORK OF 250 MM DIA. R.C.C NP3 CLASS DRAINAGE LINE

LOCATION :- KHARANA ZAPA TO SWAMINARAYAN TEMPLE IN WARD NO

Quantities Estimated Estimated Rates Total Amount according to

Quantities Estimated Estimated Rates Total Amount according to

Item No. but may be more or Item Descrption Unit

estimated quantities.

in Figure in Words

179.00 1Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

gradient and line including safety provisions using site rails and Rupees One Hundred Sixty Four and

1 stacking excavated stuff including up to all required lead cleaning the 164.63 Cum

Sixty Three Paisas Only

site etc. complete for all lifts and strata as specified

26.00 Providing and laying in foundation and plinth / under floors lime

concrete with Machine crusing stone aggregates 40mm nominal size Rupees One Thousand Eight

2 and 40% mortar comprising of 1- Lime putty : 2-Fine sand and curing 1844.26 Hundred Forty Four and Twenty Six Cum

complete excluding cost of formwork. (more than 10 ton) Paisas Only

146.00 Providing and supplying ISI standard RCC pipes in standard length of

following class and diameter suitable for either collar joints or rubber

Rupees Five Hundred Thirty Two and

3 ring including all taxes insurances transportation freight charges octroi 532.27 Cum

Twenty Seven Paisas Only

inspection charges loading unloading conveyances to departmental

stores staking etc.(ii) 150 mm dia.

150.00 Lowering laying and jointing RCC Pipe in CM 1:1 1/2 of following

diameter in proper position grade and alignment at all levels as directed

Rupees Ninety Seven and Ninety

4 by engineer in charges including conveyance form staores to site of 97.97 Cum

Seven Paisas Only

work labour giving hydraulic testing as per IS Code.(ii) 150 mm dia

152.00 Filling available excavated earth (excluding rock) in trenches plinth,

sides of foundations etc. in layers not exceeding 20 cm. in depth Rupees Eighty Eight and Eighty Six

consolidating each disposited layer by ramming and watering Paisas Only

MAHUVA MUNICIPALITY-MAHUVA

DIST: BHAVNAGAR

NAME OF WORK :- CONSTRUCTION WORK OF 250 MM DIA. R.C.C NP3 CLASS DRAINAGE LINE

LOCATION :- KHARANA ZAPA TO SWAMINARAYAN TEMPLE IN WARD NO

Quantities Estimated Estimated Rates Total Amount according to

Quantities Estimated Estimated Rates Total Amount according to

Item No. but may be more or Item Descrption Unit

estimated quantities.

in Figure in Words

5.00 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-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 (1-Cement :2-Coarse

sand :4-stone aggregate 20mm nominal size) finished smooth Rupees Eighteen Thousand Four

6 complete including curing and festing (i) Inside size 900mm x 18437.08 Hundred Thirty Seven and Eight Cum

1200mm and 1.5M. deep including C.I. cover with frame size Paisas Only

560mm 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

230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 250 mm

One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges, after deducting the cost of material proposed in

scheduled-A at basic rate. One percent labour cess will be deducted from contractor’s bill.

I/ We am/are willing to carry out the work at % above / below % (should be writtern in figure and words) below / above the estimated rates mentioned above amount

Estimated amount put to tender : . Estimated amount put to tender :

MAHUVA MUNICIPALITY

Signature of contractor