SWARNIM JAYANTI MUKHYA MANTRI SHAHERI VIKAS YOJNA (UDP 88 YEAR 2024-25)

Name of Work :- CONSTRUCTING F.P. WALL, PAVER BLOCK FLOORING, RCC PIPE DRAINAGE LINE,

C.C. ROAD IN DIFFERENT AREA OF BAYAD NAGARPALIKA AT AND TA BAYAD DIST ARVALLI

UNDER SJMMSVY GRANT - (YEAR 2024-25)

TENDER NOTICE : ( ON LINE )

Name and address of the contractor

VOLUME : III : Price Bid

Last date of Uploading of tender document :

Date : 16/03/2026 up to 18.00 hrs.

Document downloading and Submission online end date & time

: Date : 16/03/2026 up to 18.00 hrs.

Submission of EMD, Tender Fee & Other Documents Submission of Technical Bid, EMD,

Tender Fee & Other Document during

office hours up to 19/03/2026 at

BAYAD Nagar Palika, BAYAD by

R.P.A.D. or Speed Post in Sealed

Bayad Nagar Palika

SWARNIM JAYANTI MUKHYA MANTRI SHAHERI VIKAS YOJNA (UDP 88 YEAR 2024-25)

BAYAD NAGAR PALIKA

Name of Work :- CONSTRUCTING F.P. WALL, PAVER BLOCK FLOORING, RCC PIPE DRAINAGE LINE,

C.C. ROAD IN DIFFERENT AREA OF BAYAD NAGARPALIKA AT AND TA BAYAD DIST ARVALLI

UNDER SJMMSVY GRANT - (YEAR 2024-25)

Sr. Name of Work Amount

1 Constructing F.P.Wall, Filling, Paver Block flooring Work At Ambedkar Chock, At & Ta. Bayad, Dist.

2 Constructing R.C.C. Pipe Drainage line & C.C. Road in Khodiyarmata Mandir Chock At Bayad Gam

At &Ta. Bayad, Dist. Arvalli.

3 Constructing R.C.C. Pipe Drainage gutter Near Bhatiya Fali From House of Parsottambhai D. Valand

to House of Lalabhai Raval At Bayad Gam At &Ta. Bayad, Dist. Arvalli.

4 Constructing C.C. Road At Navinagari Vistar From Anganvadi towards house of Arvindbhai Vaghela

At & Ta. Bayad, Dist. Arvalli.

Item Quantity Rate Per Amount in Rs.

SCHEDULE : B1 : Constructing F.P.Wall, Filling, Paver Block flooring Work At Ambedkar Chock, At & Ta. Bayad, Dist. Arvalli.

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

1 thickness including watering, ramming and consolidating etc. complete. 200.00 294.38 Cu.m

Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6-

crushed stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps / Coping.

Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C.

3 Raft and cutt-off walls including necessary shuttering laying, vibrating, 20.00 4553.37 Cu.m

ramming and curing complete.

Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending,

4 binding and placing in position complete upto floor two level. 210.00 68.33 Kg.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

5 2006 including 35 mm Sand layer for levelling and filling the joint with sand in 400.00 706.93 Sqm

proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

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 1:3 (1-Cement : 3-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 complete including curing and festing (i) Inside

7 size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 1.00 11042.74 No.

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) (1) A type depth

0.90 Metre for 150mm diameter sewer.

Item Quantity Rate Per Amount in Rs.

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle

posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with

five Horizontan lines and two diagonals of galvanised steel barbed wire

8 weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I,staples 40.00 391.93 Rmt

including fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc complete.

SCHEDULE : B2 : Constructing R.C.C. Pipe Drainage line & C.C. Road in Khodiyarmata Mandir Chock At Bayad Gam At

&Ta. Bayad, Dist. Arvalli.

Demolition including stacking of serviceable materilas and disposal of

1 unserviceable materials with all lead and lift. (i) R.C.C. work 9.50 1081.83 Cu.m

Excavation for foundation upto 1.5 m depth including sorting out and stacking

2 of useful materials and disposing off the excavated stuff upto 50 Meter 19.50 157.08 Cu.m

lead.(B) Dense or Hard soil

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (to level or slope) of I.S. class NP2 of following internal

diameters.(i) 300mm dia.

Constructing brick masonry chamber for underground C.I. Inspection

chamber and bends with bricks having crushing strength not less than 35Kg/

Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 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-

4 cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation 2.00 7180.44 No.

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.(iii) Inside dimensions 600mm x 850 mm and 450mm deep for pipe

lines with three or more inlets.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

crushed stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns and Mass concrete

Providing & laying M.S. side rail of road thickness with necessary nut bolt

plates fixing as per width, applying plate vibrator, electric or diesel in channel

& Compaction and finishing of cement concrete road by trimix process

providing extra labour charges by trimix (vacum, dewatering servies) process

7 on cement concrete road surface by suring vacume dewatering pump floater 231.80 75.75 Sq.m

surface vibrator including making grooves and tough finish to surface as per

instruction including leveling etc. complete.

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

8 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 11.86 136.92 Sq.m

disposited layer by ramming and watering.

SCHEDULE : B3 : Constructing R.C.C. Pipe Drainage gutter Near Bhatiya Fali From House of Parsottambhai D. Valand to

House of Lalabhai Raval At Bayad Gam At &Ta. Bayad, Dist. Arvalli.

Demolition including stacking of serviceable materilas and disposal of

1 unserviceable materials with all lead and lift. (i) R.C.C. work 109.30 1081.83 Cu.m

Excavation for foundation upto 1.5 m depth including sorting out and stacking

2 of useful materials and disposing off the excavated stuff upto 50 Meter 190.00 268.21 Cu.m

lead.(C) Hard Murrum

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (to level or slope) of I.S. class NP2 of following internal

diameters.(ii) 450mm dia.

Item Quantity Rate Per Amount in Rs.

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 1:3 (1-Cement : 3-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 complete including curing and festing (i) Inside

4 size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 10.00 11042.74 No.

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) (1) A type depth

0.90 Metre for 150mm diameter sewer.

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

5 foundations etc. in layers not exceeding 20 cm. in depth consolidating each 153.00 136.92 Cu.m

disposited layer by ramming and watering.

SCHEDULE : B4 : Constructing C.C. Road At Navinagari Vistar From Anganvadi towards house of Arvindbhai Vaghela At &

Ta. Bayad, Dist. Arvalli.

Box cutting the road surface to proper slope and camber for making a base

1 for road work including removing the excavated stuff and depositing on the 30.00 215.62 Cu.m

road side slope as directed upto 50Mt.lead.

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

2 thickness including watering, ramming and consolidating etc. complete. 37.50 294.38 Cu.m

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

crushed stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (A) Foundations, footings, Base of columns and Mass concrete

Providing & laying M.S. side rail of road thickness with necessary nut bolt

plates fixing as per width, applying plate vibrator, electric or diesel in channel

& Compaction and finishing of cement concrete road by trimix process

providing extra labour charges by trimix (vacum, dewatering servies) process

5 on cement concrete road surface by suring vacume dewatering pump floater 180.00 75.75 Sq.m

surface vibrator including making grooves and tough finish to surface as per

instruction including leveling etc. complete.

Total Amount of Schedule (B1 to B4)

Total Amount of Schedule (B1 to B4)

In words Rs. (Rupees Fifteen Lakh Fifteen Thousand Four Hundred Eighty Two And Fifty One Paisa Only.)

NOTE :-The rates quoted shall be exclusive of GST , but Inclusive of all taxes, duties which shall not be paid extra.

While GST will be paid for admissible part of actual work done at the approved tender rates and tender conditions of

price variations. GST Shall be paid as per prevailing rates at the time of payment.

I /We am /are willing to carry out the work at __________% below /above) (In

________________________:) on estimated tender amount as mentioned above.

The tendered amount of my /our tender for the work is Rs. ___________________________

Item Quantity Rate Per Amount in Rs.

*Estimated Amount Put For Below *Estimated Amount Put For Above

to Tender Rs. 1515482.51 to Tender Rs.

Deduct ___________% Below Add __________% Above

Note : ' The Quantity shown in the tender are for the work mentioned. No extra payment / claim due to excess /

saving in quantity of any percentage shall be paid by Nagar Palika. This note shall superseed any of the clause /

provision in the tender document.

!P ;NZC] SFDULZLGF SFDGL CF,GL 5lZl:YlT V[8,[ S[ SFDM X~ SIF" 5C[,FGF4 RF,] SFDGF VG[ SFDULZL 5}6" YIF AFNGF OM8MU|FO SMg8=FS8Z[

,[JFGF ZC[X[ VG[ ZH] SZJFGF ZC[X[ TYF OM8MU|FO 5FK/ SFDG]\ q IMHGFG]\ GFD VJxI NXF"JJ] VG[ T[ AN, SM. R]SJ6]\ SZJFDF\ VFJX[ GCLP

ZP ;NZC] SFDGF YI[, SFDMDF\ JF5ZJFDF\ YTF\ NZ[S DF,;FDFG DF8[ TYF SFD DF8[ ;ZSFZzLGF lGID D]HA U]6J¿FG[ ,UTF 8[:8 SZFJJFGF

Y0" 5F8L" .g:5[SXG (T.P.I) lGID D]HA SZJFG]\ YFI TM T[ SZFJJFG]\ ZC[X[ VG[ Y0" 5F8L" .g:5[SXG SZJFGL YTL OL V[Hg;LGF AL, DF\YL S5FT

$P H[D H[D U|Fg8GF GF6F\ p5,aW YI[ AL,G]\ R]SJ6]\ SZJFDF\ VFJX[P

5P SFD 5}6" YI[YL GUZ5Fl,SF H6FJ[ T[ ZLT[ SFDGL TSTL SF[g8=FS8Z[ 5MTFGF BR[" D]SJFGL ZCX[P

&P VF SFDGM 0LO[S8 ,FIFAL,L8L 5LZLI0 +6 JQF"GM ZC[X[P

Signature of Contractor Bayad Nagar Palika, Bayad