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Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
5 Jun 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division Ahmedabad
Construction of Community Hall at (1) Makhiyav (2) Matoda & (3) Nani Devati Ta: Sanand Dist.: Ahmedabad. (Second Time)
305093
02/2026-2027
Open
Civil Works - Buildings
Works
Ahmedabad
6 documents required · 6 mandatory
₹3,600
Executive Engineer, R & B Panchayat Division Ahmedabad
₹1.8 L
14 May 2026
14 May 2026
14 May 2026
5 Jun 2026
14 May 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) Figures
more or quantities
Item Excavation for foundation upto 1.5 mt.depth including Rupees One Hundred
No sorting out and stacking of useful materials and disposing of Forty Nine and Sixty
01 the excavated stuff up to 50meter lead (B) Dense or Hard soil 1132.20 Cum 149.67 Seven Paisas Only
Item Excavation for foundation for depth from 1.5 m to 3.0 m Rupees One Hundred
No including sorting out and stacking of useful materials and Sixty Two and Thirty
02 disposing off the excavated stuff upto 50 Meter lead.(B) Dense 253.98 Cum 162.38 Eight Paisas Only
or Hard soil
Item Carring out plinth treatment to post construction / existing Rupees One Hundred
No structure by spraying chemical solution for termite control Five and Ninety Five
03 treatment including labour and material consistment with I.S.I Paisas Only
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 1017.24 Sqm 105.95
with 19 liter 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.
Item Filling in plinth with sand under floors incl. watering ramming Rupees Four Hundred
No consolidating and dressing etc.comp. 203.46 Cum 460.19 Sixty and Nineteen
04 Paisas Only
Item Filling available excavated Earth (Excluding Rock ) in Rupees One Hundred
No trench plinth side of foundation . in layer not excluding 20 cm Thirty and Thirty Nine
05 in depth consolidation each deposited layer by ramming and 1022.34 Cum 130.39 Paisas Only
watering etc. complete
No in layer of 20 cm in thickness including ramming watering Eighty Nine and Six
06 and consolidating etc. complete 128.73 Cum 289.06 Paisas Only
Item Providing and laying cement concrete1:4:8 (1 Cement : 4 corse Rupees Two Thousand
No sand : 8 Machine crushed stone aggregates 40mm nominal Eight Hundred Thirty
07 size) and curing compelete excluding cost of form work in (A) 150.66 Cum 2838.81 Eight and Eighty One
Foundation and plinth Paisas Only
Item Providing and laying cement concrete work 1: 1.5 :3 (1 Cement Rupees Four
No : 1.5- Coarse sand : 3- graded stone aggregates 20 mm nominal Thousand Three
08 size) and curing complete excluding cost of formwork and Hundred Thirty Two
reinforcement for reinforced concrete work in (A) Foundations, 176.19 Cum 4332.81 and Eighty One Paisas
footings, Base or columns and Mass concrete Only
Item Provdg & laying Ordinary cement concrete 1:1.5:3 (1cement : Rupees Ten Thousand
No 1.5 coarse sand 3 graded stone aggragate 20 mm nominal size) Nine Hundred Sixty
09 and finishing the smooth with curing etc. complete including Eight and Ninety Eight
the cost of formwok but excluding the cost of reinforcement for 36.99 Cum 10968.98 Paisas Only
RCC work in (II) COLUMNS (i) Having cross sectional area
more than 0.08Sq.M and upto 0.18 Sq.M
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) Figures
more or quantities
Item Providing and laying ordinary cement concreate 1:1.5:3 (1 Rupees Six Thousand
No Cement : 1.5 coarse sand : 3 graded stone aggregates 20mm Nine Hundred Forty
10 nominal size) and curing complete Including cost of form work 64.53 Cum 6948.11 Eight and Eleven Paisas
in (i) Beam Having cross-sectional area 0.12 Sq.M and upto Only
Item Providing and laying cement concrete 1:2:4 (1 Cement : 2- Rupees Three
No Coarse sand : 4- graded stone aggregates 20 mm nominal size) Thousand Six Hundred
11 and curing complete excluding cost of formwork in (A) 151.35 Cum 3697.91 Ninety Seven and
Foundation and Plinth Ninety One Paisas Only
Item Providing and laying ordinary cement concrete 1:1.5:3 (1- Rupees Seven
No Cement 1.5-coarse sand : 3 -graded stone aggregates 20mm Thousand Three
12 nominal size) exposed work with curing etc. complete Hundred Seven and
including the cost of formwork but excluding the cost of 37.53 Cum 7307.63 Sixty Three Paisas Only
reinforsement for R.C.C work in Slabs having more than13 cm
and up to15 cm.thicknessthickness
Item Providing and laying ordinary Cement concrete 1:1.5:3 (1 Rupees Nine
No Cement 1.5 coarse sand 3 graded stone agg. 20 mm nominal Thousand Ninety and
13 size) for RCC lintel including finishing smooth with curing etc. 16.26 Cum 9090.84 Eighty Four Paisas Only
complete includiong the cost of formwork but excluding the
cost of reinforcement.
Item Provdg & laying cement concrete 1:1.5:3 (1cement : 1.5 coarse Rupees Six Thousand
No sand 3 graded stone aggragate 20 mm nominal size) for Nine Hundred Twenty
14 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 7.35 Cum 6921.98
smooth and even surface centering and form work and curing
complete excluding cost of reinforcement.
Item Providing TMT bar FE 500D reinforcement for R.C.C. work Rupees Seventy Six
No including bending, binding, and placing in position complete 33996.00 Kg. 76.21 and Twenty One Paisas
15 upto floor two level. Only
Item Brick work using common burnt clay building bricks having Rupees Four
No crushing strength not less than 35 kg./Sq.Cm. in foundation Thousand Fifty One and
16 and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand) (B) 136.74 Cum 4051.78 Seventy Eight Paisas
Conventional Only
Item Brick work using common burnt clay building bricks having Rupees Four
No crushing strength not less than 35 kg./ Sq.Cm. in super Thousand Three
17 structure in Cement Mortar 1:5. (1- Cement : 5 -fine 307.05 Cum 4326.75 Hundred Twenty Six
sand) (B) Conventional and Seventy Five Paisas
Item Half brick masonry in common brunt clay building bricks Rupees Six Hundred
No having crushing strength not less than 35 Kg/Sq.Cm. in Fifty Three and
18 Cement mortar 1:4 ( 1- Cement : 4 -coarse sand ) in 149.85 Sqm 653.17 Seventeen Paisas Only
superstructure above plinth level upto floor two level(B)
Conventional
Item Providing and fixing alluminium anodised glazed door Rupees Four
No 63.50mm x 38.00 @ 1.1 Kg./ Rmt. weight with 35mm thick Thousand Five
19 flush door shutter solid core construction with frame of first Hundred Eighty Seven
class hard wood with cross bends and face vineer of plywood 107.37 Sqm 4587.04 and Four Paisas Only
face pannels with 1mm thick Laminated sheet on both side
with S.S. fixtures & fastening etc. complete.
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) Figures
more or quantities
Item Providing and fixing window having extruded aluminum Rupees One Thousand
No Colour anodized section frame main outer size 63.50 x 38.10 x Seven Hundred
20 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track member Thirteen and Seventy
size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, Paisas Only
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 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.
Item Providing and fixing standared extruded of alluminium section Rupees One Thousand
No of size 63mm x 38.10mm x 1.2mm , @ Wt. 0.643 Kg/mt with One Hundred Seventy
21 colour Powder Coated alluminium frame for ventilation with 5 10.80 Sqm 1175.56 Five and Fifty Six
mm thick frosted glass as details etc complete for Ventilation Paisas Only
Item Providing and fixing FRP frame size 125x65 mm and 35mm Rupees Two Thousand
No thick FRP shutter with wood grain raised panneled design Nineteen and Ninety
22 finish shutter having extra reinforcement on sides & edges in Eight Paisas Only
Gel coat finish. The core of the shutter & 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
weatherproof,termiteproof & resistance to mild
acid/alkali.Rates are to be inclusive of S.S hinges with fastener
sleeve & alluminium fixtures & fastenings.
Item Providing 15mm thick cement plaster in single coat on Rupees One Hundred
No brick/concrete walls for interior plastering upto floor two level Seventy Six and Fifty
23 and finished even and smooth in. (ii) Cement mortar 1:3 1761.09 Sqm 176.58 Eight Paisas Only
(1-cement :3-sand) up to floor two level.
Item Providing 10mm thick cement plaster in single coat on ceilings Rupees One Hundred
No and sofits of stairs for interior plastering upto floor two level Fifty Three and Sixty
24 and finished even and smooth in (i) Cement mortar 1:3 (1- 173.01 Sqm 153.67 Seven Paisas Only
cement: 3-sand) for Ground Floor
Item 20mm thick sand faced cement plaster on walls upto height Rupees Three Hundred
No 10 metres above ground level consisting of 12mm thick and Sixty Six Paisas
25 backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm Only
thick finishing coat of C.M. 1:1 (1-cement : 1-sand)
etc.complete. as directed including cost of 12mm x 12mm 1543.68 Sqm 300.66
size grooves to be created as shown in drawing for
completed items of work.
Item Wall and ceilling painting (Two Coats) including primer & Rupees One Hundred
No putty) with plastic emulsion paint of approved brand Nineteen and Eighty
26 and manufacture on undecorated wall surface to give an Two Paisas Only
even shade including throughly brushing the surface free 1513.83 Sqm 119.82
from mortar droppings and other foreign matter and
sand papered smooth.
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) Figures
more or quantities
Item Finishing wall with weather proof exterior emulsion paint Rupees One Hundred
No on wall surface (two coats) to give an required shape even Fourteen and Fifty
27 shade after thoroughly brushing the surface to remove all 1543.68 Sqm 114.53 Three Paisas Only
dirt, and remains of loose powdered materials etc complete
Item Providing and laying Vitrified tiles 8 to10 mm thick ,36'' x36'' Rupees One Thousand
No in flooring treads of step sand landing laid on a bed of 12mm Four Hundred Eighty
28 thick cement mortar 1:3 (1 cement : 3-coarse sand ) finishing 894.72 Sqm 1484.61 Four and Sixty One
with flush pointing in white cement. Paisas Only
Item P & L 24"x24" vitrified 8mm thick tile flooring over Rupees One Thousand
No 20mm(average) base of cement mortar 1:6 ( 1 cement:6 coarse Three Hundred Ninety
29 sand) on new surface or fixing on existing flooring by adhesive Seven and Eighty Three
material including dismentaling of existing flooring and jointed 110.01 Sqm 1397.83 Paisas Only
with color cement slurry including finised with flush pointing
& cleaning the surface etc. complete for antiskit
Item Providing and laying Vitrified tiles 8 to10 mm thick ,in skrting Rupees One Thousand
No risers of steps and dedo on 10 mm thick cement plaster 1:3 (1- Five Hundred Thirty
30 cement :3-coarse sand) and jointed with white cement slurry 420.27 Sqm 1538.85 Eight and Eighty Five
Paisas Only
Item Providing and fixing machine cut, free edges, mirror polished Rupees Two Thousand
No Granite stone slab 18 mm thick for vertical wall/ Doors/ Six Hundred Twenty
31 Windows Sill, Jams for cladding as per design including full One and Seventy Eight
moulded round inside edge and laid on 10 mm thick cement 254.76 Sqm 2621.78 Paisas Only
mortar 1:3 ( 1 cement: 3 coarse sand) jointed with grey cement
slurry including rubbing and polishing finishing etc. complete.
Item Providing and laying broken china mosaic flooring for Terrece Rupees Seven
No using 12mm to 20mm of broken piece of glazed tiles to be laid Hundred Forty Seven
32 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 101.82 Sqm 747.29
them up to 15 cm along the wall clearing water and oxalic
acied etc as directed
Item Providing laying and jointing in true line and level 40mm dia. Rupees One Hundred
No U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as Forty Eight and Twelve
33 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 105.00 Rmt 148.12
testing of pipe and joints and fixing the same with adhesive
solvent, including cost of all materials.
Item Providing laying and jointing in true line and level 25mm dia. Rupees Ninety One and
No U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as Eighty Four Paisas Only
34 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 225.00 Rmt 91.84
testing of pipe and joints and fixing the same with adhesive
solvent, including cost of all materials
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) Figures
more or quantities
Item Providing laying and jointing in true line and level 15mm Rupees Seventy Two
No dia. U.P.V.C. Pipe ( SCH-40) for cold water including fittings and Sixty Five Paisas
35 make as approved by Engineer In Charge. Pipe shall be Only
fixed on the wall with the help of clamp at every two metre
C/C or shall be concealed as directed including necessary 180.00 Rmt 72.65
fittings etc. including testing of pipe and joints and fixing
the same with adhesive solvent, including cost of all materials
Item Providing and fixing to wall ceiling and floor 10.0 Kg. Rupees Three Hundred
No /Kcm2 working pressure polythene pipes of the following Thirty Six and Twenty
36 outside Dia. Low densidy, complete with special falnge Four Paisas Only
compression type fittings, wall clips etc. including making 300.00 Rmt 336.24
good the wall ceiling and floor.(G) 110mm
Item Providing, laying and jointing in true line and level 160 dia Rupees Eight Hundred
No U.P.V.C (Type B) conforming to IS 13592-1992 with one end Thirty One and Twenty
37 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 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.
Item Providing and fixing cast iron (Spun) Nahni trap of the Rupees Six Hundred
No following nominal diameter of self cleaning design with Six and Eight Paisas
38 C.I. screaed down or higned grating including cost of 60.00 Nos. 606.08 Only
cutting and making good the walls and floor 100mm inlet
and 50mm outlet. (C) 100mm
Item Providing and fixing wash down water closet (European Rupees Three
No type, W.C. Pan) with integral P or S trap including Thousand Eight
39 jointing the trap with soil pipe in Cement Mortar 1:1 24.00 Nos. 3870.01 Hundred Seventy and
(1-Cement : 1-fine sand) including Seal and cover (A) One Paisas Only
Vitreous China
Item Providing and fixing wash basin with single hole for pillar Rupees Two Thousand
No tap with C.I. Or M.S. brackets painted with including Ninety Two and Fifty
40 cutting holes and making good the same including fittings, Five Paisas Only
(fixing C.P brass waste 32 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 27.00 Nos. 2092.55
brass screw down stop tap15mm dia), (fixing Rubber plug) (A)
Vitreous China (ii) Flat back wash Basin 550mm x 400mm
size (i) in white colour
Item Providing and fixing Urinal or approved quality including Rupees One Thousand
No conecting the Urinal with waste pipe trap etc. complete. (A) Thirty Six and Twenty
41 White earthenware flat back or corner type size 430mm x 15.00 Nos. 1036.27 Seven 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) Figures
more or quantities
Item SS Sink Glosy ASIS 304 Grade x 1mm thick with over all size Rupees One Thousand
No 610x460 mm & bowl size 560x410x200 Five Hundred Forty
42 6.00 Nos. 1540.67 and Sixty Seven Paisas
Item Providing and fixing 600mm x 450mm bevelled edge mirror Rupees Eight Hundred
No of superior glass mounted on 6mm thick A.C. sheet or Thirty Three and
43 plywood sheet and fixing to wooden pluge with C.P.brass 33.00 Nos. 833.73 Seventy Three Paisas
screws and washers. Only
Item Providing erecting fixing double coated Syntex of Equivalent Rupees Three and
No PVC (ISI) Mark Water Tank of Required Capaicty each with Ninety Five Paisas Only
44 all necessary fitting & connection etc. complete on Terrace. 12000.00 Ltr 3.95
Item Providing and fixing C.P. brass shower rose with 15mm or Rupees Two Hundred
No 20mm inlet.(A) 100mm dia. Each Eighty Two and Sixteen
45 6.00 Nos. 282.16 Paisas Only
Item Providing and fixing C.P. brass towel rail complete with Rupees Six Hundred
No C.P.brass brackets fixed to wooden plugs with C.P. brass Three and Nineteen
46 scews.(B) 600mm x 20mm size. 12.00 Nos. 603.19 Paisas Only
Item Providing and fixing C.P. Bib cock 15 mm Heavy duty with Rupees Four Hundred
No cap 36.00 Nos. 400.58 and Fifty Eight Paisas
Item Providing and fixing C.P. Angle stop cock 15 mm Heavy duty Rupees Four Hundred
No with cap Seven and Forty Two
48 45.00 Nos. 407.42 Paisas Only
Item Providing and fixing Gun metal check or non-return fullway Rupees Four Hundred
No wheel valve.(C) 25mm dia. Twenty and Sixty Three
49 18.00 Nos. 420.63 Paisas Only
Item Providing and fixing Gun metal check or non-return fullway Rupees Six Hundred
No wheel valve.(E) 40mm dia. Sixty Three and Forty
50 12.00 Nos. 663.43 Three Paisas Only
Item Providing and constructing soak pit of size 2.46mt. outer and Rupees Forty
No 6.0mt. deep including 23cm thick brick masonary for top Thousand Eight
51 0.75mt. height solid masonary in cement mortar 1:6 and Hundred Forty and
remaining honey combed masonry in cement mortar 1:6 and Seventy Six Paisas Only
covered with jodhpuri patti C.I. pipe 100mm dia 1.8mt. long
etc. 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. Rupees One Hundred
No (A) Copper Metal (ii) 50mm dia. Eighty Nine and Eighty
52 12.00 Nos. 189.84 Four Paisas Only
Item Providing and fixing S.W. gully trap with C.I. grating brick Rupees One Thousand
No masonry chamber and 300mm x 300mm size (inside) Two Hundred Forty
53 with standard weight. (i) Square mouth traps. (B) 150mm x 12.00 Nos. 1246.92 Six and Ninety Two
100mm size Pof R type 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) Figures
more or quantities
Item Constructing brick masonry chamber for underground Rupees Two Thousand
No C.I. Inspection chamber and bends with briocks having Nine Hundred Thirty
54 croshing strength not less than 35Kg. Cm2 in C.M. 1:5 Two and Ninety Three
C.I. cover with frame (Light duty) 455mm x 610mm Paisas Only
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 15.00 Nos. 2932.93
plaster 15mm thick with cement mortar 1:3 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.
Item Providing and fixing 90 cm high Stainless Steel railing made Rupees Three
No from anticorrosive 304 grade S.S. pipe of 50 mm dia (16 Thousand One
55 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 15.00 Rmt. 3184.58 Only
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.
Item Providing and fixing Safety Grills of required pattern for Rupees One Hundred
No windows/ door using M.S. polished bars, Rectangular CRC Six and Seven Paisas
56 Pipes of size 50mm x 30mm x 2mm or Required at required Only
spacing as per design and hold fast with coach bolts including 1485.00 Kg. 106.07
one coat of primer and two coats of matt finished oil painting
etc. complete.
Item Construction of an under ground masonry water tank of size Rupees Twelve and
No 2.00 m X 2.00 m X 1.50 m & 2000 litre capacity as per the Eleven Paisas Only
57 approved drawing & design etc. complete. 18000.00 Litre 12.11
Item Providing, Fixing, Installation of Self Supported Galvalume Rupees Two Thousand
No Roofing with proper overlapping and seaming between Six Hundred Twenty
58 different sheets without making holes or preventing the Eight and Two Paisas
overturning of roof by wind addition made up from superior Only
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 1275.00 Sqm 2628.02
from mechanically seamed to profiles of Galvalume Cold
Rolled 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.
Item Providing and fixing of hangers/clamps as per requirement for Rupees Two Hundred
No laying of cables and hanging of bulbs from Self Supported Fourteen and Twelve
59 Proflex Systems Roofing. 450.00 Nos. 214.12 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) Figures
more or quantities
Item Providing & fixing number plate of marble stone of required Rupees Three Hundred
No size set in C.M. 1:4 Including finishing and engraving letter 15.00 Nos. 306.14 Six and Fourteen
60 etc. complete Paisas Only
TOTAL ₹
Rupees One Crores Seventy Five Lacs Eighty Six Thousand Eight Hundred Ninety Seven and Ninety 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.0.0 Shall be recovered from the running bill in which dismantle item will be recorded for payment.
6 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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details.html
RAW_HTML
1 Clubing_Community Hall (.pdf
1 POL Community Hall (.pdf
1 SBD Community Hall (.pdf
1 Specification Community Hall (.pdf
1.GR to be attached with DTP_SBD_with Index.pdf
3.3 Building Specifications _Booklet_.pdf
Final COMMUNITY HALL PLAN.pdf
Final Drawing Community Hall Section Proflex.pdf
latter vahivati.pdf
Schedule B Communtity Hall.pdf
Special Condition of work.pdf
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