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Tender Value
₹49.1 L
EMD Value
₹50,000
Closing Date
11 May 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division Ahmedabad
Construction of Community Hall at Vasana Iyava Ta: Sanand, Dist: Ahmedabad (2025-26)
293836
29/2025-2026
Open
Civil Works - Buildings
Works
Ahmedabad
6 documents required · 6 mandatory
₹1,500
Executive Engineer, R & B Panchayat Division Ahmedabad
₹50,000
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 vegetation Rupees Twenty Eight
No 1 grass bushes,shrubs,sapling and trees girth up to 300 mm removal of Thousand Three Hundred
stumps of trees cut earlier and disposal of unserviceable materials (C) 0.08 Ha 28393.04 Ninety Three and Four
By mechanical means in area of light jungle (SOR 2023-24 P.No.105 I. Paisas Only
Item Excavation for foundation upto 1.5 mt.depth including sorting out Rupees One Hundred
No 2 and stacking of useful materials and disposing of the excavated stuff up Forty Nine and Sixty Seven
to 50meter lead (B) Dense or Hard soil (S.O.R. 2024-25 P No. 46 item Paisas Only
code 04001B)
Item Excavation for foundation for depth from 1.5 m to 3.0 m including Rupees One Hundred
No 3 sorting out and stacking of useful materials and disposing off the Sixty Two and Thirty Eight
excavated stuff upto 50 Meter lead.(B) Dense or Hard soil (S.O.R. 83.54 Cum 162.38 Paisas Only
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. 48 item 23.87 Cum 460.19 Sixty and Nineteen Paisas
code 04007A) Only
No 5 layer of 20 cm in thickness including ramming watering and Eighty Nine and Six Paisas
consolidating etc. complete {S.O.R. 2024-25 P No. 49 It. Code. 4008 Only
Item Filling available excavated Earth (Excluding Rock ) in trench Rupees One Hundred
No 6 plinth side of foundation . in layer not excluding 20 cm in depth Thirty and Thirty Nine
consolidation each deposited layer by ramming and watering etc. 149.96 Cum 130.39 Paisas Only
complete (SOR P. No.48 It. No 4006)}
Item Providing and laying cement concrete1:4:8 (1 Cement : 4 corse sand : 8 Rupees Two Thousand
No 7 Machine crushed stone aggregates 40mm nominal size) and curing Eight Hundred Thirty Eight
compelete excluding cost of form work in (A) Foundation and plinth ( 96.78 Cum 2838.81 and Eighty One Paisas
R A No -01 ) Only
Item Providing and laying cement concrete 1:3:6 (1 cement : 3 coarse sand : Rupees Four Thousand
No 8 6 crushed stone aggregates 20 mm nominal size) and curing complete Forty Six and Twenty One
including cost of form work in (A) Wall caps /copings.(SOR P. No. 52 Paisas Only
Item Providing and laying cement concrete 1:2:4 (1 Cement : 2- Coarse sand Rupees Three Thousand
No 9 : 4- graded stone aggregates 20 mm nominal size) and curing complete Six Hundred Ninety Seven
excluding cost of formwork in (A) Foundation and Plinth {S.O.R. 18.39 Cum 3697.91 and Ninety One Paisas
2024-25 P No. 53 It. Code. 05010AA } Only
Item Providing and laying cement concrete work 1: 1.5 :3 (1 Cement : 1.5- Rupees Four Thousand
No 10 Coarse sand : 3- graded stone aggregates 20 mm nominal size) and Three Hundred Thirty Two
curing complete excluding cost of formwork and reinforcement for and Eighty One Paisas
reinforced concrete work in (A) Foundations, footings, Base or 59.77 Cum 4332.81 Only
columns and Mass concrete (S.O.R 2024-25 PNo. 53 Item No.
05011AA + Cement diff 70* 5.234)
Item Provdg & laying Ordinary cement concrete 1:1.5:3 (1cement : 1.5 Rupees Ten Thousand
No 11 coarse sand 3 graded stone aggragate 20 mm nominal size) and Nine Hundred Sixty Eight
finishing the smooth with curing etc. complete including the cost of and Ninety Eight Paisas
formwok but excluding the cost of reinforcement for RCC work in (II) Only
COLUMNS (i) Having cross sectional area more than 0.08Sq.M and
upto 0.18 Sq.M (SOR P. No. 62 It. No. 05031B2 + cement Difference
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 Brick work using common burnt clay building bricks having crushing Rupees Four Thousand
No 12 strength not less than 35 kg./Sq.Cm. in foundation and plinth in Fifty One and Seventy
Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional Eight Paisas Only
(S.O.R 2024-25 P.No.71 Item No. 06001BA)
Item Brick work using common burnt clay building bricks having crushing Rupees Four Thousand
No 13 strength not less than 35 kg./ Sq.Cm. in super structure in Three Hundred Twenty Six
Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional 133.43 Cum 4326.75 and Seventy Five Paisas
(S.O.R 2024-25 P NO. 71,72 Item No. 06001BA+06006B) Only
Item Half brick masonry in common brunt clay building bricks having Rupees Six Hundred Fifty
No 14 crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 ( Three and Seventeen Paisas
1- Cement : 4 -coarse sand ) in superstructure above plinth level Only
upto floor two level(B) Conventional (R & B SOR 2024-25 P. No
73+75 , It. Code-06008A2A+06010B )
Item Providing and laying ordinary Cement concrete 1:1.5:3 (1 Cement 1.5 Rupees Nine Thousand
No 15 coarse sand 3 graded stone agg. 20 mm nominal size) for RCC lintel Ninety and Eighty Four
including finishing smooth with curing etc. complete includiong the Paisas Only
cost of formwork but excluding the cost 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 sand 3 Rupees Six Thousand
No 16 graded stone aggragate 20 mm nominal size) for reinforced concrete Nine Hundred Twenty One
chhajjas not exceeding 10 cm. Thickness upto floor two level including and Ninety Eight Paisas
finishing the exposed surfaces with cement mortar 1:3 (1 cement : 3 Only
fine sand) to give a smooth and even surface centering and form work 1.23 Cum 6921.98
and curing 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 Cement : 1.5 Rupees Six Thousand
No 17 coarse sand : 3 graded stone aggregates 20mm nominal size) and curing Nine Hundred Forty Eight
complete Including cost of form work in (i) Beam Having cross- and Eleven Paisas Only
sectional area 0.12 Sq.M and upto 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-Cement 1.5- Rupees Seven Thousand
No 18 coarse sand : 3 -graded stone aggregates 20mm nominal size) exposed Three Hundred Seven and
work with curing etc. complete including the cost of formwork but Sixty Three Paisas Only
excluding the cost of reinforsement for R.C.C work in Slabs having 23.94 Cum 7307.63
more than13 cm and up to15 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 including Rupees Seventy Six and
No 19 bending, binding, and placing in position complete upto floor two level. Twenty One Paisas Only
( S.O.R 2024-25 P NO. 54 item No.05014C)
Item Providing 15mm thick cement plaster in single coat on brick/concrete Rupees One Hundred
No 20 walls for interior plastering upto floor two level and finished even Seventy Six and Fifty Eight
and smooth in. (ii) Cement mortar 1:3 (1-cement :3-sand) up to 432.28 Sqm 176.58 Paisas Only
floor two level. (R&B SOR 2024-25 P.No. 136 /It Code- 17002A)
Item Providing 10mm thick cement plaster in single coat on ceilings and Rupees One Hundred
No 21 sofits of stairs for interior plastering upto floor two level and finished Fifty Three and Sixty
even and smooth in (i) Cement mortar 1:3 (1-cement: 3-sand) for 132.92 Sqm 153.67 Seven Paisas Only
Ground Floor (R&B SOR 2024-25 P.No.136+ 137/ It Code-17001A+
Item 20mm thick sand faced cement plaster on walls upto height 10 Rupees Three Hundred
No 22 metres above ground level consisting of 12mm thick backing coat and Sixty Six Paisas Only
of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of
C.M. 1:1 (1-cement : 1-sand) etc.complete. as directed including
cost of 12mm x 12mm size grooves to be created as shown
in drawing for completed items of work. ( SOR 2024-25 P.No.137/
It Code-17009)
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 alluminium anodised glazed door 63.50mm x Rupees Four Thousand
No 23 38.00 @ 1.1 Kg./ Rmt. weight with 35mm thick flush door shutter Five Hundred Eighty Seven
solid core construction with frame of first class hard wood with cross and Four Paisas Only
bends and face vineer of plywood face pannels with 1mm thick 24.32 Sqm 4587.04
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 Thousand
No 24 anodized section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt Seven Hundred Thirteen
1.094 Kg / Rmt, horizontal two track member size 61.85 mm x 31.75 and Seventy Paisas Only
mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size
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 @ 18.08 Sqm 1713.70
wt.of 0.456Kg/mt, @ Wt. 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. 114 Item
Item Wall and ceilling painting (Two Coats) including primer & putty) Rupees One Hundred
No 25 with plastic emulsion paint of approved brand and Nineteen and Eighty Two
manufacture on undecorated wall surface to give an even shade Paisas Only
including throughly brushing the surface free from mortar 504.09 Sqm 119.82
droppings and other foreign matter and sand papered smooth. (
{SOR P. No.143 +148 It. Code. 18031+19032)
Item Finishing wall with weather proof exterior emulsion paint on wall Rupees One Hundred
No 26 surface (two coats) to give an required shape even shade after Fourteen and Fifty Three
thoroughly brushing the surface to remove all dirt, and remains of 752.93 Sqm 114.53 Paisas Only
loose powdered materials etc complete {SOR P. No.147 It. Code.
Item Providing and fixing Safety Grills of required pattern for windows/ Rupees One Hundred Six
No 27 door using M.S. polished bars, Rectangular CRC Pipes of size 50mm x and Seven Paisas Only
30mm x 2mm or Required at required 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 of size Rupees One Thousand
No 28 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour Powder One Hundred Seventy Five
Coated alluminium frame for ventilation with 5 mm thick frosted glass 1.44 Sqm 1175.56 and Fifty Six Paisas Only
as details etc complete for Ventilation (R&B SOR 2024-25 P. No
116/It. Code- 11036)
Item Providing and laying broken china mosaic flooring for Terrece using Rupees Seven Hundred
No 29 12mm to 20mm of broken piece of glazed tiles to be laid over cement Forty Seven and Twenty
mortar bedding of CM (1:3) to plain or slope & to be tempered to bring Nine Paisas Only
Mortar cream out upto surface using white cement including rounding
off junction and extending 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
Item Providing and laying polished Kota stone slab flooring over 20mm Rupees Nine Hundred
No 30 (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) Ninety Two and Sixty Six
or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed Paisas Only
with grey cement slurry mixed with pigment to match the shade of slab 104.16 Sqm 992.66
including rubbing and 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 risers of Rupees One Thousand
No 31 steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 One Hundred Eighty Seven
(1-Cement : 3 coarse sand) and jointed with gray cement slury mixed and Seventy Nine Paisas
with pigment to match the shade of slab including rubbing and Only
polishing etc. complete. (R&B SOR 2024-25P.No.128/It. Code-
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 Vitrified tiles 8to10mm thick, 24'' x24'' in Rupees One Thousand
No 32 flooring treads of step sand landing laid on a bed of 12mm thick Seventy Three and Thirteen
cement mortar 1:3 (1 cement : 3-coarse sand ) finishing with flush 15.12 Sqm 1073.13 Paisas Only
pointing in white cement. (R&B SOR 2024-25 P.No.127 It. Code-
Item Providing and laying Vitrified tiles 8 to10mm thick, in skrting risers of Rupees One Thousand
No 33 step sand dedo on10mm thick cement plaster 1:3 (1-cement : 3-coarse Five Hundred Thirty Eight
sand) and jointed with white cement slurry {S.O.R. 2024-25 P NO. 127 61.11 Sqm 1538.85 and Eighty Five Paisas
It. Code.14009DA } Only
Item Providing and fixing wash basin with single hole for pillar tap Rupees Two Thousand
No 34 with C.I. Or M.S. brackets painted with including cutting holes and Ninety Two and Fifty Five
making good the same including fittings, (fixing C.P brass waste 32 Paisas Only
mm dia),( fixing M.I. fisher union 32 mm 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 2.00 Nos 2092.55
Rubber plug) (A) 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 type, Rupees Four Thousand
No 35 W.C. Pan) with integral P or S trap including jointing the trap Three Hundred Seven and
with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) Eight Paisas Only
including Seal and cover (A) Vitreous China (R&B SOR 2024-25
P.No.175, 176 / It. Code-23010 +23013 + 23015 + 23016+ 23017)
Item Providing and fixing Urinal or approved quality including conecting Rupees One Thousand
No 36 the Urinal with waste pipe trap etc. complete. (A) White earthenware Thirty Six and Twenty
flat back or corner type size 430mm x 260mm x 350mm. (R&B 3.00 Nos 1036.27 Seven Paisas Only
SOR 2024-25 P.No.178 / It Code- 23033)
Item Providing and fixing machine cut, free edges, mirror polished Granite Rupees Two Thousand
No 37 stone slab 18 mm thick for vertical wall/ Doors/ Windows Sill, Jams Six Hundred Twenty One
for cladding as per design including full moulded round inside edge and Seventy Eight Paisas
and laid on 10 mm thick cement mortar 1:3 ( 1 cement: 3 coarse sand) 53.95 Sqm 2621.78 Only
jointed with grey cement slurry including rubbing and polishing
finishing etc. complete.(RA NO-04)
Item Providing & fixing number plate of marble stone of required size slate Rupees Three Hundred
No 38 in C.M. 1:4 Including finishing and engraving letter etc. complete 1.00 Nos 306.14 Six and Fourteen Paisas
(S.O.R 2024-25 P NO. 56 item code 26087) Only
Item Point wiring for Light /Fan/ Bell/ Primary Point with 2-1.5 sq.mm & Rupees Three Hundred
No 39 earth wire of 1.5 sq.mm (green) both are of ISI marked 1.1 kv grade Ninety and Eighty Seven
FRLSPVC insulated multi strand copper wires upto max length of 10 Paisas Only
mt, in below type of pipe erected with 6A 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 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 ball Rupees Two Thousand
No 40 bearing ISI mark with Condenser 230 volt A.C.50 Hz 1200 mm sweep Three Hundred Eleven and
complete having 3 blades aluminium body and blade sets having Eighty Nine Paisas Only
ornamental design shanks , canopy erected with earthing.[ Make shall 12.00 Nos 2311.89
be approved by Engineer in Charge] item code 5.1.3) (Electrical SOR
2024-25 Chapt 5 / It.Code-5.1.3)
Item Supplying & erecting approved make HFHC Electronic ballast having Rupees Three Hundred
No 41 operation voltage range 120V to 300V at 0.95 power factor for (a) One Nine and Six Paisas Only
No. 20/40 watt tube light cat-II(2.13.12) (Electrical SOR 2024-25
Chapt 2 / It.Code-2.13.12)
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 Point wiring for independent PLUG with following size mains earth Rupees Three Hundred
No 42 wire of 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS Forty Seven and Forty Four
PVC insulated multi strand copper wires upto 10 mt length, in Paisas Only
following below of pipe erected complete with ISI 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
amp switch with 2- 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 & confirms Seventy and Sixty Eight
to IS: 8828 in existing box having following capacity (A) 6 to 32 Amp 5.00 Nos 270.68 Paisas Only
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 mtr long Rupees Eight Hundred
No 44 'B' grade G.I. pipe with necessary coupling buch buried in specially Twenty Three and Fifteen
prepared earth pit & G.I. earth wire of 8 SWG erected & connected as 1.00 Nos 823.15 Paisas Only
directed (For panel) (Electrical SOR 2024-25 Chapt 3 / It.Code-
Item (C) 1 H.P. single phase open well motor pump set suitable for 185 Rupees Nine Thousand
No 45 LPM discharge @ 25 mtr. head, suitable for 32 mm dia. Delivery pipe Thirty Nine and Fifty
with control panel.Cat. I(Elect S.OR P NO. 272 Item No. 9-4-2) Paisas Only
Item Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Rupees One Hundred
No 46 Pipe ( SCH- 40) for cold water including fittings as approved by Forty Eight and Twelve
Engineer In Charge. Pipe shall be fixed on the wall with the help of Paisas Only
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 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. U.P.V.C. Rupees Ninety One and
No 47 Pipe ( SCH- 40) for cold water including fittings as approved by Eighty Four Paisas Only
Engineer In Charge. Pipe shall be fixed 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 the same with adhesive solvent, including cost of all materials
{SOR 2024-25 P.No. 180 It. Code. 23062}
Item Providing laying and jointing in true line and level 15mm dia. Rupees Seventy Two and
No 48 U.P.V.C. Pipe ( SCH-40) for cold water including fittings make as Sixty Five Paisas Only
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 concealed as
directed including necessary fittings etc. including testing of 30.00 Rmt 72.65
pipe and joints and fixing the same with adhesive solvent,
including cost of all materials {SOR 2024-25 P.No. 180 It. Code.
Item Providing erecting and fixing double coated PVC. (ISI) mark Rupees Three and Ninety
No 49 water tank of reqd capacity each with all necessary fittings & Five Paisas Only
2000.00 Litre 3.95
connection etc. comp on terrace.{SOR 2023-24 P No. 168 It. Code.
Item Providing and fixing C.P. Bib cock 15 mm Heavy duty with cap (R&B Rupees Four Hundred
No 50 SOR 2024-25 P.No.27 / It. Code- M719) 5.00 Nos 400.58 and Fifty Eight Paisas Only
Item Providing and fixing C.P. Angle stop cock 15 mm Heavy duty with Rupees Four Hundred
No 51 cap (R&B SOR 2024-25 P.No.27 / It. Code- M718) 8.00 Nos 407.42 Seven and Forty Two
Paisas Only
Item Providing and fixing ball cock of approved. Quality as directed. (A) Rupees One Hundred
No 52 Copper Metal (ii) 50mm dia. (R&B SOR 2024-25 P.No.179/ It. Code- 2.00 Nos 189.84 Eighty Nine and Eighty
23037A2) Four 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 S.W. gully trap with C.I. grating brick masonry Rupees One Thousand
No 53 chamber and 300mm x 300mm size (inside) with standard Two Hundred Forty Six
weight. (i) Square mouth traps. (B) 150mm x 100mm size Pof R type 2.00 Nos 1246.92 and Ninety Two Paisas
(R&B SOR 2024-25 P.No.184 It. Code-24006B) Only
Item Providing and fixing cast iron (Spun) Nahni trap of the following Rupees Six Hundred Six
No 54 nominal diameter of self cleaning design with C.I. screaed down and Eight Paisas Only
or higned grating including cost of cutting and making good the
walls and floor 100mm inlet and 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 wheel Rupees Four Hundred
No 55 valve.(C) 25mm dia. (R&B SOR 2024-25 P.No.178/I.No. It. Code- 3.00 Nos 420.63 Twenty and Sixty Three
23031C) Paisas Only
Item Providing and fixing Gun metal check or non-return fullway wheel Rupees Six Hundred Sixty
No 56 valve.(E) 40mm dia.(R&B SOR 2024-25 P.No.178/I.No.It. Code- 3.00 Nos 663.43 Three and Forty Three
23031E) Paisas Only
Item Constructing brick masonry chamber for under ground C.I. Inspection Rupees Three Thousand
No 57 chamber and bends with bricks having crushing strength not less than Six Hundred Sixty and
35Kg/ Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x Seventy Six Paisas Only
610mm intenal dimensions total 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 plaster 15mm 3.00 Nos 3660.76
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 Hundred
No 58 working pressure polythene pipes of the following outside Dia. Low Thirty Six and Twenty
densidy, complete with special falnge compression type fittings, wall Four Paisas Only
clips etc. including making good the wall ceiling and floor.(G) 110mm
(R&B SOR 2024-25 P.No.174, It. Code-23004G)
Item Providing, laying and jointing in true line and level 160 dia U.P.V.C Rupees Eight Hundred
No 59 (Type B) conforming to IS 13592-1992 with one end plain and other Thirty One and Twenty
end socketed with rubber ring, & fittings conforming to ISI 14735- Two Paisas Only
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 40.00 Rmt 831.22
concealed in 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 depth Rupees Twenty Three
No 60 with Honey comb Brick masonary having crushing stg. Not less than Thousand Eighteen and
35 Kg/ sqmt in C.M. 1:5, 0.35 m thick at bottom 1.50 mt & 0.23 mt Fifty Nine Paisas Only
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 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 2.00m X Rupees Twelve and Eleven
No 61 1.00m X 1.00m & 2000 litre capacity as per the approved drawing & 2000.00 Litre 12.11 Paisas Only
design etc. complete. (RA No 06)
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 90 cm high Stainless Steel railing made from Rupees Three Thousand
No 62 anticorrosive 304 grade S.S. pipe of 50 mm dia (16 gauge) as hand rail One Hundred Eighty Four
with S.S. 304 grade baluster of 32 mm dia (16 gauge) as a vertical and Fifty Eight Paisas Only
support fixed in RCC slab / steps of stair at 1.2 Mt. c/c including three
horizontal S.S. pipes of 16 mm dia (16 Gauge) at equal distance fixed
by 16 mm dia (16 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 making a Rupees One Hundred
No 63 base for road work including removing the excavated stuff and Two and Ninety Three
depositing on the road side slope as directed upto 50 Mt lead S.O.R.24- Paisas Only
25.pg no-42 Code 26008)
Item Providing and fixing pre-cast Rubber Dye /steel Dye inter locking Rupees Six Hundred
No 64 concrete block 60mm thick with grade of concrete M300 pnumatic Eighty Six and Ninety
compressed /vibrated mechanically and as per approved design Paisas Only
Confirming to IS 15658 : 2006 including 35mm Sand layer for 299.00 Sqm 686.90
levelling and filling the joint with sand in proper line and level as per
guidlines of IRC : SP 63-2018 etc. Complete. (S.O.R.24-25.pg no-130
Item Providing and fixing pre-cast concrete kerb stone of gray cement based Rupees Three Hundred
No 65 concrete block 30cm length,30cm height and 15cm thick of M200 Eighty and Nineteen Paisas
grade concret as per approved design and including excavation for Only
fixing in proper line and level,filling the joint with C:M 1:3 (1
cement:3 fine sand) etc complete. (S.O.R.24-25 Pg.130/It. Code.
Item Providing and fixing M.S. grills / Gates of required pattern to brick Rupees One Hundred
No 66 walls / Columns prepared with M.S. flats, angles, Square / round bars, Forty Nine and Ninety
square pipes, at required spacings with necessary hold fasts as per Seven Paisas Only
detailed drawing and fixing brick walls / coping / columns etc. 495.00 Kg. 149.97
complete including painting two coat & applying primer coat. (A)
Ornamental Grill ( RA No -02)
TOTAL ₹
Rupees Forty Nine Lacs Thirteen Thousand Seven Hundred Nineteen and Eighty Seven 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 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
Sanand Ahmedabad
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1 Clubing_Community Hall Vasana Iyava Ta. Sanand.pdf
1 POL Community Hall Vasana Iyava Ta. Sanand.pdf
1 SBD Community Hall Vasana Iyava Ta. Sanand.pdf
1 Specification Community Hall Vasana Iyava 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 Vasana Iyava Ta. Sanand.pdf
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