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Tender ID
Tender Value
₹3.5 Cr
EMD Value
₹3.5 L
Closing Date
1 Apr 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division Ahmedabad
Construction of Community Hall at (1) Zamp (2) Kunwar (3) Goraj (4) Fangadi (5) Juwal and (6) Zolapur Ta : Sanand Dist: Ahmedabad PKG No (2025-26)
282951
27/2025-2026
Open
Civil Works - Buildings
Works
Ahmedabad
6 documents required · 6 mandatory
₹6,000
Yes
Executive Engineer, R & B Panchayat Division Ahmedabad
₹3.5 L
Yes
5 Mar 2026
5 Mar 2026
5 Mar 2026
1 Apr 2026
5 Mar 2026
estimated but Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
may be more words estimated
book of specifications) or less Figures
quantities
Item Excavation for foundation upto 1.5 mt.depth including sorting out and Rupees One Hundred Forty
No 01 stacking of useful materials and disposing of the excavated stuff up to Nine and Sixty Seven Paisas
50meter lead (B) Dense or Hard soil (S.O.R. 2024-25 P No. 46 item code Only
Item Excavation for foundation for depth from 1.5 m to 3.0 m including sorting Rupees One Hundred Sixty
No 02 out and stacking of useful materials and disposing off the excavated stuff upto Two and Thirty Eight Paisas
50 Meter lead.(B) Dense or Hard soil (S.O.R. 2023-24 P No. 46 item code Only
Item Carring out plinth treatment to post construction / existing structure by Rupees One Hundred Five
No 03 spraying chemical solution for termite control treatment including labour and and Ninety Five Paisas Only
material consistment with I.S.I specification. Using Chlordene and
Chiorpurfiles 20 EC. As per 6131_ part- II Consentration Weight one percent
is recommended i.e. one litre 20 EC chemical emulsion dillute with 19 liter 2034.48 Sqm 105.95
give 1 % concentration inclusive of one litre chemical emulsion appication at
the rate of 5 Litre chemical / Sqmt. of surface is recommended as per I.S.
(SOR 2024-25 P.No. 167 Code No. 22007)
Item Filling in plinth with sand under floors incl. watering ramming consolidating Rupees Four Hundred Sixty
No 04 and dressing etc.comp. (S.O.R. 2024-25 P No. 48 item code 04007A) 406.92 Cum 460.19 and Nineteen Paisas Only
Item Filling available excavated Earth (Excluding Rock ) in trench plinth side Rupees One Hundred Thirty
No 05 of foundation . in layer not excluding 20 cm in depth consolidation each and Thirty Nine Paisas Only
deposited layer by ramming and watering etc. complete (SOR P. No.48 It.
No 06 20 cm in thickness including ramming watering and consolidating etc. Nine and Six Paisas Only
complete {S.O.R. 2024-25 P No. 49 It. Code. 4008 A }
Item Providing and laying cement concrete1:4:8 (1 Cement : 4 corse sand : 8 Rupees Two Thousand
No 07 Machine crushed stone aggregates 40mm nominal size) and curing compelete Eight Hundred Thirty Eight
excluding cost of form work in (A) Foundation and plinth ( R A No -01 ) and Eighty One Paisas Only
Item Providing and laying cement concrete work 1: 1.5 :3 (1 Cement : 1.5- Coarse Rupees Four Thousand
No 08 sand : 3- graded stone aggregates 20 mm nominal size) and curing complete Three Hundred Thirty Two
excluding cost of formwork and reinforcement for reinforced concrete work and Eighty One Paisas Only
in (A) Foundations, footings, Base or columns and Mass concrete (S.O.R
2024-25 PNo. 53 Item No. 05011AA + Cement diff 70x5.234)
Item Provdg & laying Ordinary cement concrete 1:1.5:3 (1cement : 1.5 coarse sand Rupees Ten Thousand Nine
No 09 3 graded stone aggragate 20 mm nominal size) and finishing the smooth with Hundred Sixty Eight and
curing etc. complete including the cost of formwok but excluding the cost of Ninety Eight Paisas Only
reinforcement for RCC work in (II) COLUMNS (i) Having cross sectional 73.98 Cum 10968.98
area more than 0.08Sq.M and upto 0.18 Sq.M (SOR P. No. 62 It. No.
05031B2 + cement Difference 70x5.234)
Item Providing and laying ordinary cement concreate 1:1.5:3 (1 Cement : 1.5 Rupees Six Thousand Nine
No 10 coarse sand : 3 graded stone aggregates 20mm nominal size) and curing Hundred Forty Eight and
complete Including cost of form work in (i) Beam Having cross-sectional area 129.06 Cum 6948.11 Eleven Paisas Only
0.12 Sq.M and upto 0.18 Sq.M (SOR P. No. 61 It. No. 05031A3 + cement
Difference 70x5.234)
Item Providing and laying cement concrete 1:2:4 (1 Cement : 2- Coarse sand : 4- Rupees Three Thousand Six
No 11 graded stone aggregates 20 mm nominal size) and curing complete excluding Hundred Ninety Seven and
cost of formwork in (A) Foundation and Plinth {S.O.R. 2024-25 P No. 53 It. Ninety One Paisas Only
Code. 05010AA }
Item Providing and laying ordinary cement concrete 1:1.5:3 (1-Cement 1.5-coarse Rupees Seven Thousand
No 12 sand : 3 -graded stone aggregates 20mm nominal size) exposed work with Three Hundred Seven and
curing etc. complete including the cost of formwork but excluding the cost of Sixty Three Paisas Only
reinforsement for R.C.C work in Slabs having more than13 cm and up to15 75.06 Cum 7307.63
cm.thicknessthickness (SOR 2024-25 Pg. No. 60 / item code 05028D +
cement diff. 70 x 5.234)
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated but Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
may be more words estimated
book of specifications) or less Figures
quantities
Item Providing and laying ordinary Cement concrete 1:1.5:3 (1 Cement 1.5 coarse Rupees Nine Thousand
No 13 sand 3 graded stone agg. 20 mm nominal size) for RCC lintel including Ninety and Eighty Four Paisas
finishing smooth with curing etc. complete includiong the cost of formwork Only
but excluding the cost of reinforcement.( S.O.R 2024-25 P NO.61 item
+ Cement diff. 70 x 5.234)
Item Provdg & laying cement concrete 1:1.5:3 (1cement : 1.5 coarse sand 3 graded Rupees Six Thousand Nine
No 14 stone aggragate 20 mm nominal size) for reinforced concrete chhajjas not Hundred Twenty One and
exceeding 10 cm. Thickness upto floor two level including finishing the Ninety Eight Paisas Only
exposed surfaces with cement mortar 1:3 (1 cement : 3 fine sand) to give a
smooth and even surface centering and form work and curing complete 14.70 Cum 6921.98
excluding cost of reinforcement. ( S.O.R 2024-25 P NO. 54 item code
05012A + cement diff 70 x 5.234)
Item Providing TMT bar FE 500D reinforcement for R.C.C. work including Rupees Seventy Six and
No 15 bending, binding, and placing in position complete upto floor two level. ( 67992.00 Kg. 76.21 Twenty One Paisas Only
S.O.R 2024-25 P NO. 54 item No.05014C)
Item Brick work using common burnt clay building bricks having crushing Rupees Four Thousand Fifty
No 16 strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement One and Seventy Eight Paisas
Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional (S.O.R 2024-25 Only
P.No.71 Item No. 06001BA)
Item Brick work using common burnt clay building bricks having crushing Rupees Four Thousand
No 17 strength not less than 35 kg./ Sq.Cm. in super structure in Cement Three Hundred Twenty Six
Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional (S.O.R 2024-25 P 614.10 Cum 4326.75 and Seventy Five Paisas Only
NO. 71,72 Item No. 06001BA+06006B)
Item Half brick masonry in common brunt clay building bricks having Rupees Six Hundred Fifty
No 18 crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 ( 1- Three and Seventeen Paisas
Cement : 4 -coarse sand ) in superstructure above plinth level upto floor Only
two level(B) Conventional (R & B SOR 2024-25 P. No 73+75 , It. Code-
Item Providing and fixing alluminium anodised glazed door 63.50mm x Rupees Four Thousand Five
No 19 38.00 @ 1.1 Kg./ Rmt. weight with 35mm thick flush door shutter solid core Hundred Eighty Seven and
construction with frame of first class hard wood with cross bends and face Four Paisas Only
vineer of plywood face 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 anodized Rupees One Thousand
No 20 section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Seven Hundred Thirteen and
Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @ Seventy Paisas Only
wt.of 0.695 Kg/mt, vertical 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. 0.457 Kg/mt with 5 mm thick 126.90 Sqm 1713.70
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 no.11028)
Item Providing and fixing standared extruded of alluminium section of size 63mm Rupees One Thousand One
No 21 x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour Powder Coated Hundred Seventy Five and
alluminium frame for ventilation with 5 mm thick frosted glass as details etc 21.60 Sqm 1175.56 Fifty Six Paisas Only
complete for Ventilation (R&B SOR 2024-25 P. No 116/It. Code- 11036)
Item Providing and fixing FRP frame size 125x65 mm and 35mm thick FRP Rupees Two Thousand
No 22 shutter with wood grain raised panneled design finish shutter having extra Nineteen and Ninety Eight
reinforcement on sides & edges in Gel coat finish. The core of the shutter & Paisas Only
frame is to be filed up with injected polyurethene foam done in situ along
with embedded wood enpieces for stiffening & also taking hinges & fintures.
The whole FRP frame & shutter is to be waterproof 56.70 Sqm 2019.98
weatherproof,termiteproof & resistance to mild acid/alkali.Rates are to be
inclusive of S.S hinges with fastener sleeve & alluminium fixtures &
fastenings.(R&B SOR 2024-25 P. No 93/ I.Code-10036)
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated but Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
may be more words estimated
book of specifications) or less Figures
quantities
Item Providing 15mm thick cement plaster in single coat on brick/concrete walls Rupees One Hundred
No 23 for interior plastering upto floor two level and finished even and smooth Seventy Six and Fifty Eight
in. (ii) Cement mortar 1:3 (1-cement :3-sand) up to floor two level. (R&B 3522.18 Sqm 176.58 Paisas Only
SOR 2024-25 P.No. 136 /It Code- 17002A)
Item Providing 10mm thick cement plaster in single coat on ceilings and sofits of Rupees One Hundred Fifty
No 24 stairs for interior plastering upto floor two level and finished even and Three and Sixty Seven Paisas
smooth in (i) Cement mortar 1:3 (1-cement: 3-sand) for Ground Floor 346.02 Sqm 153.67 Only
(R&B SOR 2024-25 P.No.136+ 137/ It Code-17001A+ 17006)
Item 20mm thick sand faced cement plaster on walls upto height 10 metres Rupees Three Hundred and
No 25 above ground level consisting of 12mm thick backing coat of C.M. 1:3 Sixty Six Paisas Only
(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 3087.36 Sqm 300.66
12mm size grooves to be created as shown in drawing for
completed items of work. ( SOR 2024-25 P.No.137/ It Code-17009)
Item Wall and ceilling painting (Two Coats) including primer & putty) with Rupees One Hundred
No 26 plastic emulsion paint of approved brand and manufacture on Nineteen and Eighty Two
undecorated wall surface to give an even shade including throughly Paisas Only
brushing the surface free from mortar droppings and other foreign
matter and sand papered smooth. ( {SOR P. No.143 +148 It. Code.
Item Finishing wall with weather proof exterior emulsion paint on wall Rupees One Hundred
No 27 surface (two coats) to give an required shape even shade after thoroughly Fourteen and Fifty Three
brushing the surface to remove all dirt, and remains of loose powdered 3087.36 Sqm 114.53 Paisas Only
materials etc complete {SOR P. No.147 It. Code. 19031}
Item Providing and laying Vitrified tiles 8 to10 mm thick ,36'' x36'' in flooring Rupees One Thousand Four
No 28 treads of step sand landing laid on a bed of 12mm thick cement mortar 1:3 (1 Hundred Eighty Four and
cement : 3-coarse sand ) finishing with flush pointing in white cement. ( 1789.44 Sqm 1484.61 Sixty One Paisas Only
SOR 2024-25 P.No.127 /It. Code-14008DA)
Item P & L 24"x24" vitrified 8mm thick tile flooring over 20mm(average) base of Rupees One Thousand
No 29 cement mortar 1:6 ( 1 cement:6 coarse sand) on new surface or fixing on Three Hundred Ninety Seven
existing flooring by adhesive material including dismentaling of existing and Eighty Three Paisas Only
flooring and jointed with color cement slurry including finised with flush 220.02 Sqm 1397.83
pointing & cleaning the surface etc. complete for antiskit {SOR 2024-25 P
NO.129 It. Code. 14021A }
Item Providing and laying Vitrified tiles 8 to10 mm thick ,in skrting risers of steps Rupees One Thousand Five
No 30 and dedo on 10 mm thick cement plaster 1:3 (1-cement :3-coarse sand) and Hundred Thirty Eight and
jointed with white cement slurry (R&B SOR 2024-25 P.No.127/It. Code- Eighty Five Paisas Only
Item Providing and fixing machine cut, free edges, mirror polished Granite stone Rupees Two Thousand Six
No 31 slab 18 mm thick for vertical wall/ Doors/ Windows Sill, Jams for cladding Hundred Twenty One and
as per design including full moulded round inside edge and laid on 10 mm Seventy Eight Paisas Only
thick cement mortar 1:3 ( 1 cement: 3 coarse sand) jointed with grey cement
slurry including rubbing and polishing finishing etc. complete.(RA NO-03)
Item Providing and laying broken china mosaic flooring for Terrece using 12mm Rupees Seven Hundred Forty
No 32 to 20mm of broken piece of glazed tiles to be laid over cement mortar Seven and Twenty Nine
bedding of CM (1:3) to plain or slope & to be tempered to bring Mortar Paisas Only
cream out upto surface using white cement including rounding off junction 203.64 Sqm 747.29
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 no. 14035)
Item Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe Rupees One Hundred Forty
No 33 ( SCH- 40) for cold water including fittings as approved by Engineer In Eight and Twelve Paisas Only
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, 210.00 Rmt 148.12
including cost of all materials. {SOR 2024-25 P.No. 181 It. Code. 23064}
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated but Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
may be more words estimated
book of specifications) or less Figures
quantities
Item Providing laying and jointing in true line and level 25mm dia. U.P.V.C. Pipe Rupees Ninety One and
No 34 ( SCH- 40) for cold water including fittings as approved by Engineer In Eighty Four Paisas Only
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, 450.00 Rmt 91.84
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. U.P.V.C. Rupees Seventy Two and
No 35 Pipe ( SCH-40) for cold water including fittings make as approved by Sixty Five 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 360.00 Rmt 72.65
the same with adhesive solvent, including cost of all materials {SOR 2024-
25 P.No. 180 It. Code. 23061}
Item Providing and fixing to wall ceiling and floor 10.0 Kg. /Kcm2 working Rupees Three Hundred
No 36 pressure polythene pipes of the following outside Dia. Low densidy, complete Thirty Six and Twenty Four
with special falnge compression type fittings, wall clips etc. including Paisas Only
making good the wall ceiling and floor.(G) 110mm (R&B SOR 2024-25
P.No.174, It. Code-23004F)
Item Providing, laying and jointing in true line and level 160 dia U.P.V.C (Type Rupees Eight Hundred
No 37 B) conforming to IS 13592-1992 with one end plain and other end socketed Thirty One and Twenty Two
with rubber ring, & fittings conforming to ISI 14735-1999 of approved make Paisas Only
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 walls as directed including necessary fittings 240.00 Rmt 831.22
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 Providing and fixing cast iron (Spun) Nahni trap of the following Rupees Six Hundred Six
No 38 nominal diameter of self cleaning design with C.I. screaed down or and Eight Paisas Only
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 wash down water closet (European type, W.C. Rupees Three Thousand
No 39 Pan) with integral P or S trap including jointing the trap with soil Eight Hundred Seventy and
pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) including Seal and One Paisas Only
cover (A) Vitreous China (RA NO-04)
Item Providing and fixing wash basin with single hole for pillar tap with Rupees Two Thousand
No 40 C.I. Or M.S. brackets painted with including cutting holes and making Ninety Two and Fifty Five
good the same including fittings, (fixing C.P brass waste 32 mm dia),( fixing Paisas Only
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 54.00 Nos. 2092.55
screw down stop tap15mm dia), (fixing Rubber plug) (A) Vitreous China
(ii) Flat back wash Basin 550mm x 400mm size (i) in white colour (RA
Item Providing and fixing Urinal or approved quality including conecting the Rupees One Thousand Thirty
No 41 Urinal with waste pipe trap etc. complete. (A) White earthenware flat Six and Twenty Seven Paisas
back or corner type size 430mm x 260mm x 350mm. (R&B SOR 2024-25 Only
P.No.178 / It Code- 23033)
Item SS Sink Glosy ASIS 304 Grade x 1mm thick with over all size 610x460 mm Rupees One Thousand Five
No 42 & bowl size 560x410x200 (S.O.R 2023-24 P NO. 28 item code M729) 12.00 Nos. 1540.67 Hundred Forty and Sixty
Seven Paisas Only
Item Providing and fixing 600mm x 450mm bevelled edge mirror of superior Rupees Eight Hundred
No 43 glass mounted on 6mm thick A.C. sheet or plywood sheet and fixing to Thirty Three and Seventy
wooden pluge with C.P.brass screws and washers. (R&B SOR 2024-25 Three Paisas Only
Item Providing erecting fixing double coated Syntex of Equivalent PVC (ISI) Rupees Three and Ninety
No 44 Mark Water Tank of Required Capaicty each with all necessary fitting & Five Paisas Only
connection etc. complete on Terrace. (R&B SOR 2024-25 P.No.168 / It.
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated but Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
may be more words estimated
book of specifications) or less Figures
quantities
Item Providing and fixing C.P. brass shower rose with 15mm or 20mm inlet.(A) Rupees Two Hundred Eighty
No 45 100mm dia. Each (R&B SOR 2024-25 P.No.177/I.No. It. Code-23023) 12.00 Nos. 282.16 Two and Sixteen Paisas Only
Item Providing and fixing C.P. brass towel rail complete with C.P.brass brackets Rupees Six Hundred Three
No 46 fixed to wooden plugs with C.P. brass scews.(B) 600mm x 20mm size.(R&B 24.00 Nos. 603.19 and Nineteen Paisas Only
SOR 2024-25 P.No.177/I.No. It. Code-23025)
Item Providing and fixing C.P. Bib cock 15 mm Heavy duty with cap (R&B SOR Rupees Four Hundred and
No 47 2024-25 P.No.27 / It. Code- M719) 72.00 Nos. 400.58 Fifty Eight Paisas Only
Item Providing and fixing C.P. Angle stop cock 15 mm Heavy duty with cap Rupees Four Hundred Seven
No 48 (R&B SOR 2024-25 P.No.27 / It. Code- M718) 90.00 Nos. 407.42 and Forty Two Paisas Only
Item Providing and fixing Gun metal check or non-return fullway wheel valve.(C) Rupees Four Hundred
No 49 25mm dia. (R&B SOR 2024-25 P.No.178/I.No. It. Code-23031C) 36.00 Nos. 420.63 Twenty and Sixty Three
Paisas Only
Item Providing and fixing Gun metal check or non-return fullway wheel valve.(E) Rupees Six Hundred Sixty
No 50 40mm dia.(R&B SOR 2024-25 P.No.178/I.No.It. Code-23031E) 24.00 Nos. 663.43 Three and Forty Three Paisas
Item Providing and constructing soak pit of size 2.46mt. outer and 6.0mt. deep Rupees Forty Thousand
No 51 including 23cm thick brick masonary for top 0.75mt. height solid masonary in Eight Hundred Forty and
cement mortar 1:6 and remaining honey combed masonry in cement mortar Seventy Six Paisas Only
1:6 and covered with jodhpuri patti C.I. pipe 100mm dia 1.8mt. long etc. 6.00 Nos. 40840.76
comp. as directed including 15mm plaster in C.M. 1:4 over jodhpuri patti.
Item Providing and fixing ball cock of approved. Quality as directed. (A) Copper Rupees One Hundred Eighty
No 52 Metal (ii) 50mm dia. (R&B SOR 2024-25 P.No.179/ It. Code- 23037A2) 24.00 Nos. 189.84 Nine and Eighty Four Paisas
Item Providing and fixing S.W. gully trap with C.I. grating brick masonry Rupees One Thousand Two
No 53 chamber and 300mm x 300mm size (inside) with standard weight. (i) Hundred Forty Six and Ninety
Square mouth traps. (B) 150mm x 100mm size Pof R type (R&B SOR 2024- 24.00 Nos. 1246.92 Two Paisas Only
25 P.No.184/ I.No.24.19(i)(B), It. Code-24006B)
Item Constructing brick masonry chamber for underground C.I. Inspection Rupees Two Thousand Nine
No 54 chamber and bends with briocks having croshing strength not less than Hundred Thirty Two and
35Kg. Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455mm x Ninety Three Paisas Only
610mm intenal dimensions, total weight of cover with frame to be not less
than 38 Kg. (Wt.of cover 23 Kg) (R.C.C. top slabe with '1:2:4mix (1-
cement :2- coarse sand :4-graded stone aggregate 20mm size) foundation
concrete 1:5:10 inside plaster 15mm thick with cement mortar 1:3 30.00 Nos. 2932.93
finished smooth with a floating coat of neat cement on walls and bed
concrete etc. complete. (i) Inside dimensions 455mmx 610mm and 450mm
deep for single pipe line. (R&B SOR 2024-25 P.No.189/ I.No. 24.44(i), It.
Code-24016AA)
Item Providing and fixing 90 cm high Stainless Steel railing made from Rupees Three Thousand
No 55 anticorrosive 304 grade S.S. pipe of 50 mm dia (16 gauge) as hand rail with One Hundred Eighty Four and
S.S. 304 grade baluster of 32 mm dia (16 gauge) as a vertical support fixed in Fifty Eight Paisas Only
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. 30.00 Rmt. 3184.58
pipe with baluster including accessories as per detailed drawing as directed
etc. complete. (RA NO-07)
Item Providing and fixing Safety Grills of required pattern for windows/ door using Rupees One Hundred Six
No 56 M.S. polished bars, Rectangular CRC Pipes of size 50mm x 30mm x 2mm or and Seven Paisas Only
Required at required spacing as per design and hold fast with coach bolts 2970.00 Kg. 106.07
including one coat of primer and two coats of matt finished oil painting etc.
complete. (RA NO-08)
Item Construction of an under ground masonry water tank of size 2.00 m X 2.00 m Rupees Twelve and Eleven
No 57 X 1.50 m & 2000 litre capacity as per the approved drawing & design etc. 36000.00 Litre 12.11 Paisas Only
complete. (RA No 09)
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated but Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
may be more words estimated
book of specifications) or less Figures
quantities
Item Providing, Fixing, Installation of Self Supported Galvalume Roofing with Rupees Two Thousand Six
No 58 proper overlapping and seaming between different sheets without making Hundred Twenty Eight and
holes or preventing the overturning of roof by wind addition made up from Two Paisas Only
superior quality, structural grade steel. Base metal width 912 mm with
tolerance of +/- 4 mm, Steel Grade : Grade D Regular Modified Polyster
Imported Color Coated Galvalume Steel having Profiled width of 625 mm +/-
10 mm. Design, supply, & fabrication of self supported single span arch roof
fabricated from mechanically seamed to profiles of Galvalume Cold Rolled 2550.00 Sqm 2628.02
Structural Steel coils as per standard ASTM A792, Steel Sheet, Aluminum-
Zinc Alloy Coated by Hot-Dip Process. The work should be carriedout by
specilialize and approved agency only. The rate of item is including fitting as
per standerd specification. (MR)
Item Providing and fixing of hangers/clamps as per requirement for laying of Rupees Two Hundred
No 59 cables and hanging of bulbs from Self Supported Proflex Systems Roofing. 900.00 Nos. 214.12 Fourteen and Twelve Paisas
Item Providing & fixing number plate of marble stone of required size set in C.M. Rupees Three Hundred Six
No 60 1:4 Including finishing and engraving letter etc. complete (S.O.R 2024-25 P 30.00 Nos. 306.14 and Fourteen Paisas Only
NO. 56 item code 26087)
TOTAL ₹
Rupees Three Crores Fifty One Lacs Seventy Three Thousand Seven Hundred Ninety Five 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 AA community hall 6.pdf
1 Clubing_Community Hall (1)Zamp (2)Kunwar (3)Goraj (4) Fangadi (5)Juwal (6) Zolapur Ta. Sanand.pdf
1 POL Community Hall (1)Zamp (2)Kunwar (3)Goraj (4) Fangadi (5)Juwal (6) Zolapur Ta. Sanand.pdf
1 SBD Community Hall (1)Zamp (2)Kunwar (3)Goraj (4) Fangadi (5)Juwal (6) Zolapur Ta. Sanand.pdf
1 Specification Community Hall.pdf
1.GR to be attached with DTP_SBD_with Index.pdf
3.3 Building Specifications _Booklet_.pdf
Final Drawing Community Hall Plan Prflex.pdf
Final Drawing Community Hall Section Proflex.pdf
Schedule B Communtity Hall.pdf
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