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Tender ID
Tender Value
₹54.3 L
EMD Value
₹55,000
Closing Date
1 Apr 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division Ahmedabad
Construction of Community Hall at Ratanpura (Kolat) Ta: Sanand, Dist: Ahmedabad PKG No (2025-26)
283070
26/2025-2026
Open
Civil Works - Buildings
Works
Ahmedabad
6 documents required · 6 mandatory
₹2,400
Yes
Executive Engineer, R & B Panchayat Division Ahmedabad
₹55,000
Yes
5 Mar 2026
5 Mar 2026
5 Mar 2026
1 Apr 2026
5 Mar 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 grass Rupees Twenty Eight
No 1 bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of Thousand Three Hundred
trees cut earlier and disposal of unserviceable materials (C) By mechanical 0.12 Ha 28393.04 Ninety Three and Four
means in area of light jungle (SOR 2023-24 P.No.105 Item.code. 26117C) Paisas Only
Item Excavation for foundation upto 1.5 mt.depth including sorting out and Rupees One Hundred
No 2 stacking of useful materials and disposing of the excavated stuff up to Forty Nine and Sixty Seven
50meter lead (B) Dense or Hard soil (S.O.R. 2024-25 P No. 46 item code Paisas Only
Item Excavation for foundation for depth from 1.5 m to 3.0 m including sorting Rupees One Hundred
No 3 out and stacking of useful materials and disposing off the excavated stuff upto Sixty Two and Thirty Eight
50 Meter lead.(B) Dense or Hard soil (S.O.R. 2023-24 P No. 46 item code Paisas Only
Item Filling in plinth with sand under floors incl. watering ramming consolidating Rupees Four Hundred
No 4 and dressing etc.comp. (S.O.R. 2024-25 P No. 48 item code 04007A) 58.88 Cum 460.19 Sixty and Nineteen Paisas
No 5 20 cm in thickness including ramming watering and consolidating etc. Eighty Nine and Six Paisas
complete {S.O.R. 2024-25 P No. 49 It. Code. 4008 A } Only
Item Filling available excavated Earth (Excluding Rock ) in trench plinth side Rupees One Hundred
No 6 of foundation . in layer not excluding 20 cm in depth consolidation each Thirty and Thirty Nine
deposited layer by ramming and watering etc. complete (SOR P. No.48 It. Paisas Only
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 compelete Eight Hundred Thirty Eight
excluding cost of form work in (A) Foundation and plinth ( R A No -01 ) 64.26 Cum 2838.81 and Eighty One Paisas
Item Providing and laying cement concrete 1:2:4 (1 Cement : 2- Coarse sand : 4- Rupees Three Thousand
No 8 graded stone aggregates 20 mm nominal size) and curing complete excluding Six Hundred Ninety Seven
cost of formwork in (A) Foundation and Plinth {S.O.R. 2024-25 P No. 53 It. 29.44 Cum 3697.91 and Ninety One Paisas
Code. 05010AA } Only
Item Providing and laying cement concrete work 1: 1.5 :3 (1 Cement : 1.5- Coarse Rupees Four Thousand
No 9 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
in (A) Foundations, footings, Base or columns and Mass concrete (S.O.R Only
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 coarse sand Rupees Ten Thousand
No 10 3 graded stone aggragate 20 mm nominal size) and finishing the smooth with Nine Hundred Sixty Eight
curing etc. complete including the cost of formwok but excluding the cost of and Ninety Eight Paisas
reinforcement for RCC work in (II) COLUMNS (i) Having cross sectional 17.90 Cum 10968.98 Only
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 crushing Rupees Four Thousand
No 11 strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Fifty One and Seventy
Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional (S.O.R 2024-25 20.81 Cum 4051.78
Eight Paisas Only
P.No.71 Item No. 06001BA)
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 super structure in Cement Three Hundred Twenty Six
Mortar 1:5. (1- Cement : 5 -fine sand) (B) Conventional (S.O.R 2024-25 P 83.22 Cum 4326.75 and Seventy Five Paisas
NO. 71,72 Item No. 06001BA+06006B) 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 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
finishing smooth with curing etc. complete includiong the cost of formwork Paisas Only
but excluding the cost of reinforcement.( S.O.R 2024-25 P NO.61 item
+ Cement diff. 70*5.234)
Item Provdg & laying cement concrete 1:1.5:3 (1cement : 1.5 coarse sand 3 graded Rupees Six Thousand
No 14 stone aggragate 20 mm nominal size) for reinforced concrete chhajjas not Nine Hundred Twenty One
exceeding 10 cm. Thickness upto floor two level including finishing the and Ninety Eight Paisas
exposed surfaces with cement mortar 1:3 (1 cement : 3 fine sand) to give a Only
smooth and even surface centering and form work and curing complete 1.95 Cum 6921.98
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 15 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-sectional area 49.36 Cum 6948.11 and Eleven Paisas Only
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-coarse Rupees Seven Thousand
No 16 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 52.88 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 including Rupees Seventy Six and
No 17 bending, binding, and placing in position complete upto floor two level. ( 20999.80 Kg. 76.21 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 walls Rupees One Hundred
No 18 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 357.88 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
No 19 stairs for interior plastering upto floor two level and finished even and Fifty Three and Sixty
smooth in (i) Cement mortar 1:3 (1-cement: 3-sand) for Ground Floor 291.19 Sqm 153.67 Seven Paisas 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
No 20 above ground level consisting of 12mm thick backing coat of C.M. 1:3 and 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 461.37 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 Providing and fixing alluminium anodised glazed door 63.50mm x Rupees Four Thousand
No 21 38.00 @ 1.1 Kg./ Rmt. weight with 35mm thick flush door shutter solid core Five Hundred Eighty Seven
construction with frame of first class hard wood with cross bends and face and 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 22 section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Seven Hundred Thirteen
Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @ and 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 37.50 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 Wall and ceilling painting (Two Coats) including primer & putty) with Rupees One Hundred
No 23 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.
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 Finishing wall with weather proof exterior emulsion paint on wall Rupees One Hundred
No 24 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 461.37 Sqm 114.53 Paisas Only
materials etc complete {SOR P. No.147 It. Code. 19031}
Item Providing and fixing Safety Grills of required pattern for windows/ door using Rupees One Hundred Six
No 25 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 937.50 Kg. 106.07
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 63mm Rupees One Thousand
No 26 x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with colour Powder Coated One Hundred Seventy Five
alluminium frame for ventilation with 5 mm thick frosted glass as details etc 12.19 Sqm 1175.56 and Fifty Six Paisas Only
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 12mm Rupees Seven Hundred
No 27 to 20mm of broken piece of glazed tiles to be laid over cement mortar Forty Seven and Twenty
bedding of CM (1:3) to plain or slope & to be tempered to bring Mortar Nine Paisas Only
cream out upto surface using white cement including rounding off junction 345.10 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 and laying polished Kota stone slab flooring over 20mm (Average) Rupees Nine Hundred
No 28 thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1- Ninety Two and Sixty Six
Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry Paisas Only
mixed with pigment to match the shade of slab including rubbing and
polishing etc. complete. (A) 25mm thick {SOR. 2024-25 P No. 128 It. Code.
Item Providing and laying polished kota stone slab 25mm thick in risers of Rupees One Thousand
No 29 steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1- One Hundred Eighty Seven
Cement : 3 coarse sand) and jointed with gray cement slury mixed with and Seventy Nine Paisas
pigment to match the shade of slab including rubbing and polishing etc. Only
complete. (R&B SOR 2024-25P.No.128/It. Code-14013A)
Item Providing and fixing machine cut, free edges, mirror polished Granite stone Rupees Two Thousand
No 30 slab 18 mm thick for vertical wall/ Doors/ Windows Sill, Jams for cladding Six Hundred Twenty One
as per design including full moulded round inside edge and laid on 10 mm and Seventy Eight Paisas
thick cement mortar 1:3 ( 1 cement: 3 coarse sand) jointed with grey cement Only
slurry including rubbing and polishing finishing etc. complete.(RA NO-04)
Item Providing & fixing number plate of marble stone of required size slate in Rupees Three Hundred
No 31 C.M. 1:4 Including finishing and engraving letter etc. complete (S.O.R 2024- 1.00 Nos 306.14 Six and Fourteen Paisas
25 P NO. 56 item code 26087) Only
Item Point wiring for Light /Fan/ Bell/ Primary Point with 2-1.5 sq.mm & earth Rupees Three Hundred
No 32 wire of 1.5 sq.mm (green) both are of ISI marked 1.1 kv grade FRLSPVC Ninety and Eighty Seven
insulated multi strand copper wires upto max length of 10 mt, in below type Paisas Only
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 50.00 Nos 390.87
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 bearing Rupees Two Thousand
No 33 ISI mark with Condenser 230 volt A.C.50 Hz 1200 mm sweep complete Three Hundred Eleven and
having 3 blades aluminium body and blade sets having ornamental design Eighty Nine Paisas Only
shanks , canopy erected with earthing.[ Make shall 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 34 operation voltage range 120V to 300V at 0.95 power factor for (a) One No. Nine and Six Paisas Only
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 wire of Rupees Three Hundred
No 35 1.5 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated Forty Seven and Forty Four
multi strand copper wires upto 10 mt length, in following below of pipe Paisas Only
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 6 amp switch with 2- 1.5 sq. mm Cu. Mains from 10.00 Nos 347.44
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 & inductive Rupees Two Hundred
No 36 load (C Curve) having 10 KA breaking capacity & confirms to IS: 8828 in Seventy and Sixty Eight
existing box having following capacity (A) 6 to 32 Amp cat II (Electrical 1.00 Nos 270.68 Paisas Only
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 'B' Rupees Eight Hundred
No 37 grade G.I. pipe with necessary coupling buch buried in specially prepared Twenty Three and Fifteen
earth pit & G.I. earth wire of 8 SWG erected & connected as directed (For 1.00 Nos 823.15 Paisas Only
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 185 LPM Rupees Nine Thousand
No 38 discharge @ 25 mtr. head, suitable for 32 mm dia. Delivery pipe with control Thirty Nine and Fifty
panel.Cat. I(Elect S.OR P NO. 272 Item No. 9-4-2) Paisas Only
Item Providing and fixing to wall ceiling and floor 10.0 Kg. /Kcm2 working Rupees Three Hundred
No 39 pressure polythene pipes of the following outside Dia. Low densidy, complete Thirty Six and Twenty
with special falnge compression type fittings, wall clips etc. including Four Paisas Only
making good the wall ceiling and floor.(G) 110mm (R&B SOR 2024-25
P.No.174, It. Code-23004G)
Item Construction of an under ground masonry water tank of size 2.00m X 1.00m Rupees Twelve and Eleven
No 40 X 1.00m & 2000 litre capacity as per the approved drawing & design etc. 2000.00 Litre 12.11 Paisas Only
complete. (RA No 06)
Item Providing and fixing 90 cm high Stainless Steel railing made from Rupees Three Thousand
No 41 anticorrosive 304 grade S.S. pipe of 50 mm dia (16 gauge) as hand rail with One Hundred Eighty Four
S.S. 304 grade baluster of 32 mm dia (16 gauge) as a vertical support fixed in and 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. 11.20 Rmt. 3184.58
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 base Rupees One Hundred
No 42 for road work including removing the excavated stuff and depositing on the Two and Ninety Three
road side slope as directed upto 50 Mt lead S.O.R.24-25.pg no-42 Code Paisas Only
Item Providing and fixing pre-cast Rubber Dye /steel Dye inter locking concrete Rupees Six Hundred
No 43 block 60mm thick with grade of concrete M300 pnumatic compressed Eighty Six and Ninety
/vibrated mechanically and as per approved design Confirming to IS 15658 : Paisas Only
2006 including 35mm Sand layer for levelling and filling the joint with sand 105.00 Sqm 686.90
in 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 cement based Rupees Three Hundred
No 44 concrete block 30cm length,30cm height and 15cm thick of M200 grade Eighty and Nineteen Paisas
concret as per approved design and including excavation for fixing in proper Only
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. 14023A)
TOTAL ₹
Rupees Fifty Four Lacs Twenty Six Thousand Seven Hundred Eighty One and Ten 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
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
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 Ratanpura (Kolat) Ta. Sanand.pdf
1 POL Community Hall Ratanpra (Kolat) Ta. Sanand.pdf
1 SBD Community Hall Ratanpura (Kolat) Ta. Sanand.pdf
1 Specification Community Hall Ratanpura(Kolat) Ta. Sanand.pdf
1.GR to be attached with DTP_SBD_with Index.pdf
Final R2-25-12-KOLAT-HALL-PLAN.pdf
Schedule B Communtity Hall Ratanpura(Kolat) Ta. Sanand.pdf
3 Letter hall vahivati Manjuri.pdf
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