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Tender Value
₹47.9 L
EMD Value
₹48,000
Closing Date
11 May 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division Ahmedabad
Construction of Community Hall at Bakarana Ta: Sanand, Dist: Ahmedabad (2025-26)
293851
29/2025-2026
Open
Civil Works - Buildings
Works
Ahmedabad
6 documents required · 6 mandatory
₹1,500
Executive Engineer, R & B Panchayat Division Ahmedabad
₹48,000
4 Apr 2026
4 Apr 2026
4 Apr 2026
11 May 2026
4 Apr 2026
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures
quantities
Item Clearing and grubbing road land including uprooting rank Rupees Twenty Eight
No 1 vegetation grass bushes,shrubs,sapling and trees girth up to Thousand Three
300 mm removal of stumps of trees cut earlier and disposal of Hundred Ninety Three
unserviceable materials (C) By mechanical means in area of 0.08 Ha 28393.04 and Four Paisas Only
light jungle (SOR 2023-24 P.No.105 I. No. 26117C)
Item Excavation for foundation upto 1.5 mt.depth including sorting Rupees One Hundred
No 2 out and stacking of useful materials and disposing of the Forty Nine and Sixty
excavated stuff up to 50meter lead (B) Dense or Hard soil 292.05 Cum 149.67 Seven Paisas Only
(S.O.R. 2024-25 P No. 46 item code 04001B)
Item Excavation for foundation for depth from 1.5 m to 3.0 m Rupees One Hundred
No 3 including sorting out and stacking of useful materials and Sixty Two and Thirty
disposing off the excavated stuff upto 50 Meter lead.(B) Dense 83.54 Cum 162.38 Eight Paisas Only
or Hard soil (S.O.R. 2023-24 P No. 46 item code 04002B)
Item Filling in plinth with sand under floors incl. watering ramming Rupees Four Hundred
No 4 consolidating and dressing etc.comp. (S.O.R. 2024-25 P No. 23.87 Cum 460.19 Sixty and Nineteen
48 item code 04007A) Paisas Only
No 5 in layer of 20 cm in thickness including ramming watering Eighty Nine and Six
and consolidating etc. complete {S.O.R. 2024-25 P No. 49 It. Paisas Only
Code. 4008 A }
Item Filling available excavated Earth (Excluding Rock ) in Rupees One Hundred
No 6 trench plinth side of foundation . in layer not excluding 20 cm in Thirty and Thirty Nine
depth consolidation each deposited layer by ramming and 149.96 Cum 130.39 Paisas Only
watering etc. complete (SOR P. No.48 It. No 4006)}
Item Providing and laying cement concrete1:4:8 (1 Cement : 4 corse Rupees Two
No 7 sand : 8 Machine crushed stone aggregates 40mm nominal Thousand Eight
size) and curing compelete excluding cost of form work in (A) 94.19 Cum 2838.81 Hundred Thirty Eight
Foundation and plinth ( R A No -01 ) and Eighty One Paisas
Item Providing and laying cement concrete 1:3:6 (1 cement : 3 Rupees Four
No 8 coarse sand : 6 crushed stone aggregates 20 mm nominal Thousand Forty Six and
size) and curing complete including cost of form work in (A) 1.96 Cum 4046.21 Twenty One Paisas Only
Wall caps /copings.(SOR P. No. 52 It.No. 05005A )
Item Providing and laying cement concrete 1:2:4 (1 Cement : 2- Rupees Three
No 9 Coarse sand : 4- graded stone aggregates 20 mm nominal Thousand Six Hundred
size) and curing complete excluding cost of formwork in (A) 18.39 Cum 3697.91 Ninety Seven and
Foundation and Plinth {S.O.R. 2024-25 P No. 53 It. Code. Ninety One Paisas Only
Item Providing and laying cement concrete work 1: 1.5 :3 (1 Cement Rupees Four
No 10 : 1.5- Coarse sand : 3- graded stone aggregates 20 mm Thousand Three
nominal size) and curing complete excluding cost of formwork Hundred Thirty Two and
and reinforcement for reinforced concrete work in (A) 59.77 Cum 4332.81 Eighty One Paisas Only
Foundations, footings, Base or columns and Mass concrete
(S.O.R 2024-25 PNo. 53 Item No. 05011AA + Cement diff 70*
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures
quantities
Item Provdg & laying Ordinary cement concrete 1:1.5:3 (1cement : Rupees Ten Thousand
No 11 1.5 coarse sand 3 graded stone aggragate 20 mm nominal Nine Hundred Sixty
size) and finishing the smooth with curing etc. complete Eight and Ninety Eight
including the cost of formwok but excluding the cost of Paisas Only
reinforcement for RCC work in (II) COLUMNS (i) Having cross 14.46 Cum 10968.98
sectional area more than 0.08Sq.M and upto 0.18 Sq.M (SOR
P. No. 62 It. No. 05031B2 + cement Difference 70 x 5.234)
Item Brick work using common burnt clay building bricks having Rupees Four
No 12 crushing strength not less than 35 kg./Sq.Cm. in foundation Thousand Fifty One and
and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) 38.09 Cum 4051.78 Seventy Eight Paisas
Conventional (S.O.R 2024-25 P.No.71 Item No. 06001BA) Only
Item Brick work using common burnt clay building bricks having Rupees Four
No 13 crushing strength not less than 35 kg./ Sq.Cm. in super Thousand Three
structure in Cement Mortar 1:5. (1- Cement : 5 -fine Hundred Twenty Six
sand) (B) Conventional (S.O.R 2024-25 P NO. 71,72 Item No. 124.99 Cum 4326.75 and Seventy Five
06001BA+06006B) Paisas Only
Item Half brick masonry in common brunt clay building bricks Rupees Six Hundred
No 14 having crushing strength not less than 35 Kg/Sq.Cm. in Fifty Three and
Cement mortar 1:4 ( 1- Cement : 4 -coarse sand ) in Seventeen Paisas Only
superstructure above plinth level upto floor two level(B) 17.14 Sqm 653.17
Conventional (R & B SOR 2024-25 P. No 73+75 , It. Code-
Item Providing and laying ordinary Cement concrete 1:1.5:3 (1 Rupees Nine
No 15 Cement 1.5 coarse sand 3 graded stone agg. 20 mm nominal Thousand Ninety and
size) for RCC lintel including finishing smooth with curing etc. Eighty Four Paisas Only
complete includiong the cost of formwork but excluding the cost 4.76 Cum 9090.84
of reinforcement.( S.O.R 2024-25 P NO.61 item 5030 +
Cement diff. 70*5.234)
Item Provdg & laying cement concrete 1:1.5:3 (1cement : 1.5 coarse Rupees Six Thousand
No 16 sand 3 graded stone aggragate 20 mm nominal size) for Nine Hundred Twenty
reinforced concrete chhajjas not exceeding 10 cm. Thickness One and Ninety Eight
upto floor two level including finishing the exposed surfaces Paisas Only
with cement mortar 1:3 (1 cement : 3 fine sand) to give a
smooth and even surface centering and form work and curing 1.23 Cum 6921.98
complete excluding cost of reinforcement. ( S.O.R 2024-25 P
NO. 54 item code 05012A + cement diff 70*5.234)
Item Providing and laying ordinary cement concreate 1:1.5:3 (1 Rupees Six Thousand
No 17 Cement : 1.5 coarse sand : 3 graded stone aggregates 20mm Nine Hundred Forty
nominal size) and curing complete Including cost of form work Eight and Eleven
in (i) Beam Having cross-sectional area 0.12 Sq.M and upto Paisas Only
0.18 Sq.M (SOR P. No. 61 It. No. 05031A3 + cement
Difference 70 x 5.234)
Item Providing and laying ordinary cement concrete 1:1.5:3 (1- Rupees Seven
No 18 Cement 1.5-coarse sand : 3 -graded stone aggregates 20mm Thousand Three
nominal size) exposed work with curing etc. complete including Hundred Seven and
the cost of formwork but excluding the cost of reinforsement for Sixty Three Paisas Only
R.C.C work in Slabs having more than13 cm and up to15 23.94 Cum 7307.63
cm.thicknessthickness (SOR 2024-25 Pg. No. 60 / item code
05028D + cement Difference 70 x 5.234)
Item Providing TMT bar FE 500D reinforcement for R.C.C. work Rupees Seventy Six
No 19 including bending, binding, and placing in position complete and Twenty One Paisas
upto floor two level. ( S.O.R 2024-25 P NO. 54 item No.05014C) Only
Item Providing 15mm thick cement plaster in single coat on Rupees One Hundred
No 20 brick/concrete walls for interior plastering upto floor two level Seventy Six and Fifty
and finished even and smooth in. (ii) Cement mortar 1:3 432.28 Sqm 176.58 Eight Paisas Only
(1-cement :3-sand) up to floor two level. (R&B SOR 2024-25
P.No. 136 /It Code- 17002A)
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures
quantities
Item Providing 10mm thick cement plaster in single coat on ceilings Rupees One Hundred
No 21 and sofits of stairs for interior plastering upto floor two level and Fifty Three and Sixty
finished even and smooth in (i) Cement mortar 1:3 (1- Seven Paisas Only
cement: 3-sand) for Ground Floor (R&B SOR 2024-25
P.No.136+ 137/ It Code-17001A+ 17006)
Item 20mm thick sand faced cement plaster on walls upto height Rupees Three
No 22 10 metres above ground level consisting of 12mm thick Hundred and Sixty Six
backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm Paisas Only
thick finishing coat of C.M. 1:1 (1-cement : 1-sand)
etc.complete. as directed including cost of 12mm x 12mm 656.59 Sqm 300.66
size grooves to be created as shown in drawing for
completed items of work. ( SOR 2024-25 P.No.137/ It Code-
Item Providing and fixing alluminium anodised glazed door Rupees Four
No 23 63.50mm x 38.00 @ 1.1 Kg./ Rmt. weight with 35mm thick flush Thousand Five
door shutter solid core construction with frame of first class Hundred Eighty Seven
hard wood with cross bends and face vineer of plywood face 24.32 Sqm 4587.04 and Four Paisas Only
pannels with 1mm thick Laminated sheet on both side with
S.S. fixtures & fastening etc. complete. ( R.A. No -02)
Item Providing and fixing window having extruded aluminum Colour Rupees One
No 24 anodized section frame main outer size 63.50 x 38.10 x 1.95 Thousand Seven
mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size Hundred Thirteen and
61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical Seventy Paisas Only
member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of
0.659 Kg/mt with sliding shutters of horizontal member size
40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member
of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, @ Wt. 18.08 Sqm 1713.70
0.457 Kg/mt with 5 mm thick transparent bronze colour tinted
float glass with powder coated aluminum fittings and fixtures
and transparent silicon sealant glass fixing to frame as per
details etc complete for window. (S.O.R 2024-25 P NO.
Item no.11028)
Item Wall and ceilling painting (Two Coats) including primer & Rupees One Hundred
No 25 putty) with plastic emulsion paint of approved brand Nineteen and Eighty
and manufacture on undecorated wall surface to give an Two Paisas Only
even shade including throughly brushing the surface free
from mortar droppings and other foreign matter and 504.09 Sqm 119.82
sand papered smooth. ( {SOR P. No.143 +148 It. Code.
Item Finishing wall with weather proof exterior emulsion paint Rupees One Hundred
No 26 on wall surface (two coats) to give an required shape even Fourteen and Fifty
shade after thoroughly brushing the surface to remove all Three Paisas Only
dirt, and remains of loose powdered materials etc complete
{SOR P. No.147 It. Code. 19031}
Item Providing and fixing Safety Grills of required pattern for Rupees One Hundred
No 27 windows/ door using M.S. polished bars, Rectangular CRC Six and Seven Paisas
Pipes of size 50mm x 30mm x 2mm or Required at required Only
spacing as per design and hold fast with coach bolts including
one coat of primer and two coats of matt finished oil painting
etc. complete. (RA NO-03)
Item Providing and fixing standared extruded of alluminium section Rupees One
No 28 of size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with Thousand One
colour Powder Coated alluminium frame for ventilation with 5 Hundred Seventy Five
mm thick frosted glass as details etc complete for Ventilation 1.44 Sqm 1175.56 and Fifty Six Paisas Only
(R&B SOR 2024-25 P. No 116/It. Code- 11036)
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures
quantities
Item Providing and laying broken china mosaic flooring for Terrece Rupees Seven
No 29 using 12mm to 20mm of broken piece of glazed tiles to be laid Hundred Forty Seven
over cement mortar bedding of CM (1:3) to plain or slope & to and Twenty Nine Paisas
be tempered to bring Mortar cream out upto surface using Only
white cement including rounding off junction and extending 138.53 Sqm 747.29
them up to 15 cm along the wall clearing water and oxalic acied
etc as directed (S.O.R 2024-25 P NO. 130 item no. 14035)
Item Providing and laying polished Kota stone slab flooring over Rupees Nine Hundred
No 30 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6- Ninety Two and Sixty
coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) Six Paisas Only
laid over and jointed with grey cement slurry mixed with
pigment to match the shade of slab including rubbing and 104.16 Sqm 992.66
polishing etc. complete. (A) 25mm thick {SOR. 2024-25 P No.
128 It. Code. 14012AA}
Item Providing and laying polished kota stone slab 25mm thick in Rupees One
No 31 risers of steps,skirting Dedo and pillars laid on 10mm thick Thousand One
cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with Hundred Eighty Seven
gray cement slury mixed with pigment to match the shade of 5.53 Sqm 1187.79 and Seventy Nine
slab including rubbing and polishing etc. complete. (R&B SOR Paisas Only
2024-25P.No.128/It. Code-14013A)
Item Providing and laying Vitrified tiles 8to10mm thick, 24'' x24'' in Rupees One
No 32 flooring treads of step sand landing laid on a bed of 12mm thick Thousand Seventy
cement mortar 1:3 (1 cement : 3-coarse sand ) finishing with Three and Thirteen
flush pointing in white cement. (R&B SOR 2024-25 P.No.127 It. 15.12 Sqm 1073.13 Paisas Only
Code-14008CA)
Item Providing and laying Vitrified tiles 8 to10mm thick, in skrting Rupees One
No 33 risers of step sand dedo on10mm thick cement plaster 1:3 (1- Thousand Five
cement : 3-coarse sand) and jointed with white cement slurry 61.11 Sqm 1538.85 Hundred Thirty Eight
{S.O.R. 2024-25 P NO. 127 It. Code.14009DA } and Eighty Five Paisas
Item Providing and fixing wash basin with single hole for pillar Rupees Two
No 34 tap with C.I. Or M.S. brackets painted with including cutting Thousand Ninety Two
holes and making good the same including fittings, (fixing C.P and Fifty Five Paisas
brass waste 32 mm dia),( fixing M.I. fisher union 32 mm Only
dia),(fixing pillar tap,cap stan head , screw down high pressure
with screws, shank sand back nuts. 15mm dia), (fixing brass
screw down stop tap15mm dia), (fixing Rubber plug) (A) 2.00 Nos 2092.55
Vitreous China (ii) Flat back wash Basin 550mm x 400mm
size (i) in white colour (R&B SOR 2024-25 P.No. 176+ 177+
178/ It. Code- 23018 + 23020A+ 23021A+ 23029A+ 23030A+
Item Providing and fixing wash down water closet (European Rupees Four
No 35 type, W.C. Pan) with integral P or S trap including jointing Thousand Three
the trap with soil pipe in Cement Mortar 1:1 (1-Cement Hundred Seven and
: 1-fine sand) including Seal and cover (A) Vitreous China 3.00 Nos 4307.08 Eight Paisas Only
(R&B SOR 2024-25 P.No.175, 176 / It. Code-23010 +23013 +
Item Providing and fixing Urinal or approved quality including Rupees One
No 36 conecting the Urinal with waste pipe trap etc. complete. (A) Thousand Thirty Six
White earthenware flat back or corner type size 430mm x 3.00 Nos 1036.27 and Twenty Seven
260mm x 350mm. (R&B SOR 2024-25 P.No.178 / It Code- Paisas Only
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures
quantities
Item Providing and fixing machine cut, free edges, mirror polished Rupees Two
No 37 Granite stone slab 18 mm thick for vertical wall/ Doors/ Thousand Six Hundred
Windows Sill, Jams for cladding as per design including full Twenty One and
moulded round inside edge and laid on 10 mm thick cement Seventy Eight Paisas
mortar 1:3 ( 1 cement: 3 coarse sand) jointed with grey cement 53.95 Sqm 2621.78 Only
slurry including rubbing and polishing finishing etc.
complete.(RA NO-04)
Item Providing & fixing number plate of marble stone of required Rupees Three
No 38 size slate in C.M. 1:4 Including finishing and engraving letter Hundred Six and
etc. complete (S.O.R 2024-25 P NO. 56 item code 26087) Fourteen Paisas Only
Item Point wiring for Light /Fan/ Bell/ Primary Point with 2-1.5 sq.mm Rupees Three
No 39 & earth wire of 1.5 sq.mm (green) both are of ISI marked 1.1 kv Hundred Ninety and
grade FRLSPVC insulated multi strand copper wires upto max Eighty Seven Paisas
length of 10 mt, in below type of pipe erected with 6A Only
TissinoType ISI marked flush type switch / bell push and
accessories erected on Metal /PVC/Wooden Box covered with
3 mm thick PC (Polycarbonate) /Acrylic/Laminated sheet. with 45.00 Nos 390.87
necessary Lamp holder/ ceilingrose/ H.D.Connector as
directed.(f) with medium class Rigid PVC pipe and accessories
erected concealed in wall/ ceiling complete (Electrical SOR
2024-25 Chapt 1 / It.Code-1.1.1(f))
Item Providing & erecting Approved make Ceiling Fan with double Rupees Two
No 40 ball bearing ISI mark with Condenser 230 volt A.C.50 Hz 1200 Thousand Three
mm sweep complete having 3 blades aluminium body and Hundred Eleven and
blade sets having ornamental design shanks , canopy erected 12.00 Nos 2311.89 Eighty Nine Paisas Only
with earthing.[ Make shall be approved by Engineer in Charge]
item code 5.1.3) (Electrical SOR 2024-25 Chapt 5 / It.Code-
Item Supplying & erecting approved make HFHC Electronic ballast Rupees Three
No 41 having operation voltage range 120V to 300V at 0.95 power Hundred Nine and Six
factor for (a) One No. 20/40 watt tube light cat-II(2.13.12) 35.00 Nos 309.06 Paisas Only
(Electrical SOR 2024-25 Chapt 2 / It.Code-2.13.12)
Item Point wiring for independent PLUG with following size mains Rupees Three
No 42 earth wire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV Hundred Forty Seven
grade FRLS PVC insulated multi strand copper wires upto 10 and Forty Four Paisas
mt length, in following below of pipe erected complete with ISI Only
marked 3 / 5 Pin socket and tissino type switch erected with
earth continuity connection erected on Metal / PVC/ Wooden
box covered with 3 mm thick PC (Polycarbonate) / Acrylic/
Laminated sheet. [A] For 6 amp plug and 6 amp switch with 2- 35.00 Nos 347.44
1.5 sq. mm Cu. Mains from near by switch board/ db board
upto 6 mt.(f) with medium class Rigid PVC pipe and
accessories erected concealed in wall/ ceiling complete
(Electrical SOR 2024-25 Chapt 1/ It.Code-1.1.2(f))
Item Providing & erecting 240 V MCB double pole switch for motor & Rupees Two Hundred
No 43 inductive load (C Curve) having 10 KA breaking capacity & Seventy and Sixty Eight
confirms to IS: 8828 in existing box having following capacity 5.00 Nos 270.68 Paisas Only
(A) 6 to 32 Amp cat II (Electrical SOR 2024-25 Chapt 3 /
It.Code-3.10.2(II))
Item Providing and erecting Pipe type earthing with 40 mm dia 2.5 Rupees Eight Hundred
No 44 mtr long 'B' grade G.I. pipe with necessary coupling buch Twenty Three and
buried in specially prepared earth pit & G.I. earth wire of 8 Fifteen Paisas Only
SWG erected & connected as directed (For panel) (Electrical
SOR 2024-25 Chapt 3 / It.Code-3.14.6.B)
Item (C) 1 H.P. single phase open well motor pump set suitable for Rupees Nine
No 45 185 LPM discharge @ 25 mtr. head, suitable for 32 mm dia. Thousand Thirty Nine
Delivery pipe with control panel.Cat. I(Elect S.OR P NO. 272 and Fifty Paisas Only
Item No. 9-4-2)
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures
quantities
Item Providing laying and jointing in true line and level 40mm dia. Rupees One Hundred
No 46 U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as Forty Eight and Twelve
approved by Engineer In Charge. Pipe shall be fixed on the Paisas Only
wall with the help of clamp at every two metre C/C or shall be
concealed as directed including necessary fittings etc. including 50.00 Rmt 148.12
testing of pipe and joints and fixing the same with adhesive
solvent, including cost of all materials. {SOR 2024-25 P.No.
181 It. Code. 23064}
Item Providing laying and jointing in true line and level 25mm dia. Rupees Ninety One
No 47 U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as and Eighty Four Paisas
approved by Engineer In Charge. Pipe shall be fixed on the Only
wall with the help of clamp at every two metre C/C or shall be
concealed as directed including necessary fittings etc. including 40.00 Rmt 91.84
testing of pipe and joints and fixing the same with adhesive
solvent, including cost of all materials {SOR 2024-25 P.No.
It. Code. 23062}
Item Providing laying and jointing in true line and level 15mm dia. Rupees Seventy Two
No 48 U.P.V.C. Pipe ( SCH-40) for cold water including fittings make and Sixty Five Paisas
as approved by Engineer In Charge. Pipe shall be fixed Only
on the wall with the help of clamp at every two metre C/C or
shall be concealed as directed including necessary
fittings etc. including testing of pipe and joints and fixing 30.00 Rmt 72.65
the same with adhesive solvent, including cost of all materials
{SOR 2024-25 P.No. 180 It. Code. 23061}
Item Providing erecting and fixing double coated PVC. (ISI) Rupees Three and
No 49 mark water tank of reqd capacity each with all necessary Ninety Five Paisas Only
2000.00 Litre 3.95
fittings & connection etc. comp on terrace.{SOR 2023-24 P No.
168 It. Code. 22014}
Item Providing and fixing C.P. Bib cock 15 mm Heavy duty with cap Rupees Four Hundred
No 50 (R&B SOR 2024-25 P.No.27 / It. Code- M719) 5.00 Nos 400.58 and Fifty Eight Paisas
Item Providing and fixing C.P. Angle stop cock 15 mm Heavy duty Rupees Four Hundred
No 51 with cap (R&B SOR 2024-25 P.No.27 / It. Code- M718) Seven and Forty Two
Paisas Only
Item Providing and fixing ball cock of approved. Quality as directed. Rupees One Hundred
No 52 (A) Copper Metal (ii) 50mm dia. (R&B SOR 2024-25 Eighty Nine and Eighty
P.No.179/ It. Code- 23037A2) Four Paisas Only
Item Providing and fixing S.W. gully trap with C.I. grating brick Rupees One
No 53 masonry chamber and 300mm x 300mm size (inside) Thousand Two
with standard weight. (i) Square mouth traps. (B) 150mm x 2.00 Nos 1246.92 Hundred Forty Six and
100mm size Pof R type (R&B SOR 2024-25 P.No.184 It. Ninety Two Paisas Only
Code-24006B)
Item Providing and fixing cast iron (Spun) Nahni trap of the Rupees Six Hundred
No 54 following nominal diameter of self cleaning design with C.I. Six and Eight Paisas
screaed down or higned grating including cost of cutting Only
and making good the walls and floor 100mm inlet and 10.00 Nos 606.08
50mm outlet. (C) 100mm (R&B SOR 2024-25 P.No.175/
I.No.23.857, It. Code-23008)
Item Providing and fixing Gun metal check or non-return fullway Rupees Four Hundred
No 55 wheel valve.(C) 25mm dia. (R&B SOR 2024-25 P.No.178/I.No. Twenty and Sixty Three
It. Code-23031C) Paisas Only
Item Providing and fixing Gun metal check or non-return fullway Rupees Six Hundred
No 56 wheel valve.(E) 40mm dia.(R&B SOR 2024-25 Sixty Three and Forty
P.No.178/I.No.It. Code-23031E) Three Paisas Only
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures
quantities
Item Constructing brick masonry chamber for under ground C.I. Rupees Three
No 57 Inspection chamber and bends with bricks having crushing Thousand Six Hundred
strength not less than 35Kg/ Cm2 in C.M. 1:5 C.I. cover with Sixty and Seventy Six
frame (Light duty) 455mm x 610mm intenal dimensions total Paisas Only
weight of cover with frame to be not less than 38Kg. (Wt. of
cover 23Kg.) 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 3.00 Nos 3660.76
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 700mm and
450mm deep for pipe line with one or two inlets. (R&B SOR
2024-25 P.No.189/ It. Code-24016BA)
Item Providing and fixing to wall ceiling and floor 10.0 Kg. /Kcm2 Rupees Three
No 58 working pressure polythene pipes of the following outside Dia. Hundred Thirty Six and
Low densidy, complete with special falnge compression type Twenty Four Paisas
fittings, wall clips etc. including making good the wall ceiling 60.00 Rmt 336.24 Only
and floor.(G) 110mm (R&B SOR 2024-25 P.No.174, It. Code-
Item Providing, laying and jointing in true line and level 160 dia Rupees Eight Hundred
No 59 U.P.V.C (Type B) conforming to IS 13592-1992 with one end Thirty One and Twenty
plain and other end socketed with rubber ring, & fittings Two Paisas Only
conforming to ISI 14735-1999 of approved make for drainage
system pipe line, pipe shall be jointed with each other with
rubber lubricant, pipe shall be fixed on wall using of PVC clamp
of the size 160 mm diametre x 210 mm length x 196 mm heigh
at every 2000 mm center to center or shall be concealed in 40.00 Rmt 831.22
walls as directed including necessary fittings such as bends,
shoes etc. including testing of pipes and joints and jointed with
adhesive solvent cement including cost of all materials. (R&B
SOR 2024-25 P.No.181/I.No. 24.1,It. Code-23066)
Item Construction underground sock well 1.50 m diameter & 3 mt in Rupees Twenty Three
No 60 depth with Honey comb Brick masonary having crushing stg. Thousand Eighteen and
Not less than 35 Kg/ sqmt in C.M. 1:5, 0.35 m thick at bottom Fifty Nine Paisas Only
1.50 mt & 0.23 mt thick 1.00 m of honey comb masonary and
0.23 m thick 0.50 m Ht at top level RCC 1:2:4 slab 0.10 m thick 1.00 Nos 23018.59
of top including inspection gap 0.60 m x 0.45 m and cover
Ready made F.R.c. cover whole work as per instruction of
Engineer in charge etc. complete (RA 05)
Item Construction of an under ground masonry water tank of size Rupees Twelve and
No 61 2.00m X 1.00m X 1.00m & 2000 litre capacity as per the Eleven Paisas Only
2000.00 Litre 12.11
approved drawing & design etc. complete. (RA No 06)
Item Providing and fixing 90 cm high Stainless Steel railing made Rupees Three
No 62 from anticorrosive 304 grade S.S. pipe of 50 mm dia (16 Thousand One
gauge) as hand rail with S.S. 304 grade baluster of 32 mm dia Hundred Eighty Four
(16 gauge) as a vertical support fixed in RCC slab / steps of and Fifty Eight Paisas
stair at 1.2 Mt. c/c including three horizontal S.S. pipes of 16 Only
mm dia (16 Gauge) at equal distance fixed by 16 mm dia (16 11.00 Rmt. 3184.58
Gauge) S.S. pipe with baluster including accessories as per
detailed drawing as directed etc. complete. (RA NO-07)
Item Box cutting the road surface to proper slope and camber for Rupees One Hundred
No 63 making a base for road work including removing the excavated Two and Ninety Three
stuff and depositing on the road side slope as directed upto 50 74.75 Cum 102.93 Paisas Only
Mt lead S.O.R.24-25.pg no-42 Code 26008)
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures
quantities
Item Providing and fixing pre-cast Rubber Dye /steel Dye inter Rupees Six Hundred
No 64 locking concrete block 60mm thick with grade of concrete M300 Eighty Six and Ninety
pnumatic compressed /vibrated mechanically and as per Paisas Only
approved design Confirming to IS 15658 : 2006 including
35mm Sand layer for levelling and filling the joint with sand in 299.00 Sqm 686.90
proper line and level as per guidlines of IRC : SP 63-2018 etc.
Complete. (S.O.R.24-25.pg no-130 Code 14033)
Item Providing and fixing pre-cast concrete kerb stone of gray Rupees Three
No 65 cement based concrete block 30cm length,30cm height and Hundred Eighty and
15cm thick of M200 grade concret as per approved design and Nineteen Paisas Only
including excavation for fixing in proper line and level,filling the 75.00 Rmt 380.19
joint with C:M 1:3 (1 cement:3 fine sand) etc complete.
(S.O.R.24-25 Pg.130/It. Code. 14023A)
Item Providing and fixing M.S. grills / Gates of required pattern to Rupees One Hundred
No 66 brick walls / Columns prepared with M.S. flats, angles, Square / Forty Nine and Ninety
round bars, square pipes, at required spacings with necessary Seven Paisas Only
hold fasts as per detailed drawing and fixing brick walls / coping 495.00 Kg. 149.97
/ columns etc. complete including painting two coat & applying
primer coat. (A) Ornamental Grill ( RA No -02)
TOTAL ₹
Rupees Forty Seven Lacs Eighty Seven Thousand Nine Hundred Eighty One and Sixty Six Paisas Only
I / We / am / are willing to carry out the work at________________________________% above / below percent (should be written in figure 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. _________ put to tender Rs. _________
Deduct_______% below Add_______% above
Net Rs._________ Net Rs._________
in words ___________ in words ___________
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.: 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 Credit amount of Rs. 00 Shall be recovered from the running bill in which dismantle item will be recorded for payment.
5 For Routine Maintenance, the unit rate indicated by the Authority shall apply. The Bidder is required to accept these rates. Further, the payment
shall be performance based As per BOQ Part-B.
Signature of contractor
Deputy Executive Engineer Executive Engineer
R & B Panchayat Sub Division R & B Panchayat Division
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1 Clubing_Community Hall Bakarana Ta. Sanand.pdf
1 POL Community Hall Bakarana Ta. Sanand.pdf
1 SBD Community Hall Bakarana Ta. Sanand.pdf
1 Specification Community Hall Bakarana Ta. Sanand.pdf
1.GR to be attached with DTP_SBD_with Index.pdf
2 Final Drg 10-08-HALL PLAN.pdf
Schedule B Communtity Hall Bakarana Ta. Sanand.pdf
G.R Building.pdf
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