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Tender Value
₹3.5 Cr
EMD Value
₹3.5 L
Closing Date
11 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, R & B Panchayat Division Ahmedabad
Construction of Community Hall at (1) Aniyali (2) Soyala (3) Upardal (4) Vinchhiya (5) Gokulpura & (6) Vasana (Chacharavadi) Ta Sanand Dist: Ahmedabad
297897
29/2025-2026
Open
Civil Works - Buildings
Ahmedabad
6 documents required · 6 mandatory
₹6,000
Executive Engineer, R & B Panchayat Division Ahmedabad
₹3.5 L
20 Apr 2026
20 Apr 2026
20 Apr 2026
11 May 2026
20 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 Excavation for foundation upto 1.5 mt.depth including Rupees One
No sorting out and stacking of useful materials and Hundred Forty Nine
01 disposing of the excavated stuff up to 50meter lead (B) 2264.40 Cum 149.67 and Sixty Seven
Dense or Hard soil Paisas Only
Item Excavation for foundation for depth from 1.5 m to 3.0 m Rupees One
No including sorting out and stacking of useful materials Hundred Sixty Two
02 and disposing off the excavated stuff upto 50 Meter 507.96 Cum 162.38 and Thirty Eight
lead.(B) Dense or Hard soil Paisas Only
Item Carring out plinth treatment to post construction / Rupees One
No existing structure by spraying chemical solution for Hundred Five and
03 termite control treatment including labour and material Ninety Five Paisas
consistment with I.S.I specification. Using Chlordene Only
and Chiorpurfiles 20 EC. As per 6131_ part- II
Consentration Weight one percent is recommended i.e. 2034.48 Sqm 105.95
one litre 20 EC chemical emulsion dillute 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 Rupees Four
No ramming consolidating and dressing etc.comp. Hundred Sixty and
04 Nineteen Paisas
Item Filling available excavated Earth (Excluding Rock ) Rupees One
No in trench plinth side of foundation . in layer not Hundred Thirty and
05 excluding 20 cm in depth consolidation each deposited 2044.68 Cum 130.39 Thirty Nine Paisas
layer by ramming and watering etc. complete Only
Item Filling foundation and plinth with murrum or Rupees Two
06 including ramming watering and consolidating etc. and Six Paisas Only
Item Providing and laying cement concrete1:4:8 (1 Cement : Rupees Two
No 4 corse sand : 8 Machine crushed stone aggregates Thousand Eight
07 40mm nominal size) and curing compelete excluding 301.32 Cum 2838.81 Hundred Thirty Eight
cost of form work in (A) Foundation and plinth and Eighty One
Paisas Only
Item Providing and laying cement concrete work 1: 1.5 :3 (1 Rupees Four
No Cement : 1.5- Coarse sand : 3- graded stone Thousand Three
08 aggregates 20 mm nominal size) and curing complete Hundred Thirty Two
excluding cost of formwork and reinforcement for 352.38 Cum 4332.81 and Eighty One
reinforced concrete work in (A) Foundations, footings, Paisas Only
Base or columns and Mass concrete
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures quantities
Item Provdg & laying Ordinary cement concrete 1:1.5:3 Rupees Ten
No (1cement : 1.5 coarse sand 3 graded stone aggragate Thousand Nine
09 20 mm nominal size) and finishing the smooth with Hundred Sixty Eight
curing etc. complete including the cost of formwok but and Ninety Eight
excluding the cost of reinforcement for RCC work in (II) 73.98 Cum 10968.98 Paisas Only
COLUMNS (i) Having cross sectional area more than
0.08Sq.M and upto 0.18 Sq.M
Item Providing and laying ordinary cement concreate 1:1.5:3 Rupees Six
No (1 Cement : 1.5 coarse sand : 3 graded stone Thousand Nine
10 aggregates 20mm nominal size) and curing complete Hundred Forty Eight
Including cost of form work in (i) Beam Having cross- 129.06 Cum 6948.11 and Eleven Paisas
sectional area 0.12 Sq.M and upto 0.18 Sq.M Only
Item Providing and laying cement concrete 1:2:4 (1 Cement : Rupees Three
No 2- Coarse sand : 4- graded stone aggregates 20 mm Thousand Six
11 nominal size) and curing complete excluding cost of 302.70 Cum 3697.91 Hundred Ninety
formwork in (A) Foundation and Plinth Seven and Ninety
One Paisas Only
Item Providing and laying ordinary cement concrete 1:1.5:3 Rupees Seven
No (1-Cement 1.5-coarse sand : 3 -graded stone Thousand Three
12 aggregates 20mm nominal size) exposed work with Hundred Seven and
curing etc. complete including the cost of formwork but Sixty Three Paisas
excluding the cost of reinforsement for R.C.C work in 75.06 Cum 7307.63 Only
Slabs having more than13 cm and up to15
cm.thicknessthickness
Item Providing and laying ordinary Cement concrete 1:1.5:3 Rupees Nine
No (1 Cement 1.5 coarse sand 3 graded stone agg. 20 mm Thousand Ninety
13 nominal size) for RCC lintel including finishing smooth and Eighty Four
with curing etc. complete includiong the cost of 32.52 Cum 9090.84 Paisas Only
formwork but excluding the cost of reinforcement.
Item Provdg & laying cement concrete 1:1.5:3 (1cement : 1.5 Rupees Six
No coarse sand 3 graded stone aggragate 20 mm nominal Thousand Nine
14 size) for reinforced concrete chhajjas not exceeding 10 Hundred Twenty
cm. Thickness upto floor two level including finishing the One and Ninety
exposed surfaces with cement mortar 1:3 (1 cement : 3 14.70 Cum 6921.98 Eight Paisas Only
fine sand) to give a 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. Rupees Seventy
No work including bending, binding, and placing in position 67992.00 Kg. 76.21 Six and Twenty One
15 complete upto floor two level. Paisas Only
Item Brick work using common burnt clay building bricks Rupees Four
No having crushing strength not less than 35 kg./Sq.Cm. in Thousand Fifty One
16 foundation and plinth in Cement Mortar 1:5. (1- Cement 273.48 Cum 4051.78 and Seventy Eight
: 5 -fine sand) (B) Conventional Paisas Only
Item Brick work using common burnt clay building bricks Rupees Four
No having crushing strength not less than 35 kg./ Thousand Three
17 Sq.Cm. in super structure in Cement Mortar 1:5. 614.10 Cum 4326.75 Hundred Twenty Six
(1- Cement : 5 -fine sand) (B) Conventional and Seventy Five
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 Half brick masonry in common brunt clay building Rupees Six
No bricks having crushing strength not less than 35 Hundred Fifty Three
18 Kg/Sq.Cm. in Cement mortar 1:4 ( 1- Cement : 4 - and Seventeen
coarse sand ) in superstructure above plinth level upto 299.70 Sqm 653.17 Paisas Only
floor two level(B) Conventional
Item Providing and fixing alluminium anodised glazed Rupees Four
No door 63.50mm x 38.00 @ 1.1 Kg./ Rmt. weight with Thousand Five
19 35mm thick flush door shutter solid core construction Hundred Eighty
with frame of first class hard wood with cross bends and Seven and Four
face vineer of plywood face pannels with 1mm thick 214.74 Sqm 4587.04 Paisas Only
Laminated sheet on both side with S.S. fixtures &
fastening etc. complete.
Item Providing and fixing window having extruded aluminum Rupees One
No Colour anodized section frame main outer size 63.50 x Thousand Seven
20 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two Hundred Thirteen
track member size 61.85 mm x 31.75 mm x 1.20mm @ and Seventy Paisas
wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x Only
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 126.90 Sqm 1713.70
0.457 Kg/mt with 5 mm thick transparent bronze colour
tinted float glass with powder coated aluminum fittings
and fixtures and transparent silicon sealant glass fixing
to frame as per details etc complete for window.
Item Providing and fixing standared extruded of alluminium Rupees One
No section of size 63mm x 38.10mm x 1.2mm , @ Wt. Thousand One
21 0.643 Kg/mt with colour Powder Coated alluminium Hundred Seventy
frame for ventilation with 5 mm thick frosted glass as 21.60 Sqm 1175.56 Five and Fifty Six
details etc complete for Ventilation Paisas Only
Item Providing and fixing FRP frame size 125x65 mm and Rupees Two
No 35mm thick FRP shutter with wood grain raised Thousand Nineteen
22 panneled design finish shutter having extra and Ninety Eight
reinforcement on sides & edges in Gel coat finish. The Paisas Only
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 & 56.70 Sqm 2019.98
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
No brick/concrete walls for interior plastering upto floor two Hundred Seventy
23 level and finished even and smooth in. (ii) Cement 3522.18 Sqm 176.58 Six and Fifty Eight
mortar 1:3 (1-cement :3-sand) up to floor two level. 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 10mm thick cement plaster in single coat on Rupees One
No ceilings and sofits of stairs for interior plastering upto Hundred Fifty Three
24 floor two level and finished even and smooth in (i) 346.02 Sqm 153.67 and Sixty Seven
Cement mortar 1:3 (1-cement: 3-sand) for Ground Paisas Only
Item 20mm thick sand faced cement plaster on walls upto Rupees Three
No height 10 metres above ground level consisting of Hundred and Sixty
25 12mm thick backing coat of C.M. 1:3 (1-cement : 3- Six Paisas Only
sand) and 8mm thick finishing coat of C.M. 1:1 (1-
cement : 1-sand) etc.complete. as directed including 3087.36 Sqm 300.66
cost of 12mm x 12mm size grooves to be
created as shown in drawing for completed items
Item Wall and ceilling painting (Two Coats) including Rupees One
No primer & putty) with plastic emulsion paint of Hundred Nineteen
26 approved brand and manufacture on and Eighty Two
undecorated wall surface to give an even shade 3027.66 Sqm 119.82 Paisas Only
including throughly brushing the surface free from
mortar droppings and other foreign matter and
sand papered smooth.
Item Finishing wall with weather proof exterior emulsion Rupees One
No paint on wall surface (two coats) to give an required Hundred Fourteen
27 shape even shade after thoroughly brushing the and Fifty Three
surface to remove all dirt, and remains of loose 3087.36 Sqm 114.53 Paisas Only
powdered materials etc complete
Item Providing and laying Vitrified tiles 8 to10 mm thick ,36'' Rupees One
No x36'' in flooring treads of step sand landing laid on a bed Thousand Four
28 of 12mm thick cement mortar 1:3 (1 cement : 3-coarse 1789.44 Sqm 1484.61 Hundred Eighty Four
sand ) finishing with flush pointing in white cement. and Sixty One
Paisas Only
Item P & L 24"x24" vitrified 8mm thick tile flooring over Rupees One
No 20mm(average) base of cement mortar 1:6 ( 1 cement:6 Thousand Three
29 coarse sand) on new surface or fixing on existing Hundred Ninety
flooring by adhesive material including dismentaling of Seven and Eighty
existing flooring and jointed with color cement slurry 220.02 Sqm 1397.83 Three Paisas Only
including finised with flush pointing & cleaning the
surface etc. complete for antiskit
Item Providing and laying Vitrified tiles 8 to10 mm thick ,in Rupees One
No skrting risers of steps and dedo on 10 mm thick cement Thousand Five
30 plaster 1:3 (1-cement :3-coarse sand) and jointed with 840.54 Sqm 1538.85 Hundred Thirty Eight
white cement slurry and Eighty Five
Paisas Only
Item Providing and fixing machine cut, free edges, mirror Rupees Two
No polished Granite stone slab 18 mm thick for vertical Thousand Six
31 wall/ Doors/ Windows Sill, Jams for cladding as per Hundred Twenty
design including full moulded round inside edge and One and Seventy
laid on 10 mm thick cement mortar 1:3 ( 1 cement: 3 509.52 Sqm 2621.78 Eight Paisas Only
coarse sand) jointed with grey cement slurry including
rubbing and polishing finishing 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) more or less Figures quantities
Item Providing and laying broken china mosaic flooring for Rupees Seven
No Terrece using 12mm to 20mm of broken piece of glazed Hundred Forty
32 tiles to be laid over cement mortar bedding of CM (1:3) Seven and Twenty
to plain or slope & to be tempered to bring Mortar cream Nine Paisas Only
out upto surface using white cement including rounding 203.64 Sqm 747.29
off junction and extending 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 Rupees One
No dia. U.P.V.C. Pipe ( SCH- 40) for cold water including Hundred Forty Eight
33 fittings as approved by Engineer In Charge. Pipe shall and Twelve Paisas
be fixed on the wall with the help of clamp at every two Only
metre C/C or shall be concealed as directed including 210.00 Rmt 148.12
necessary fittings etc. including 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 Rupees Ninety One
No dia. U.P.V.C. Pipe ( SCH- 40) for cold water including and Eighty Four
34 fittings as approved by Engineer In Charge. Pipe shall Paisas Only
be fixed on the wall with the help of clamp at every two
metre C/C or shall be concealed as directed including 450.00 Rmt 91.84
necessary fittings etc. including 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 Rupees Seventy
No 15mm dia. U.P.V.C. Pipe ( SCH-40) for cold water Two and Sixty Five
35 including fittings make as approved by Engineer In 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. 360.00 Rmt 72.65
including testing of pipe and joints and fixing the
same with adhesive solvent, including cost of all
Item Providing and fixing to wall ceiling and floor 10.0 Kg. Rupees Three
No /Kcm2 working pressure polythene pipes of the Hundred Thirty Six
36 following outside Dia. Low densidy, complete with and Twenty Four
special falnge compression type fittings, wall clips 600.00 Rmt 336.24 Paisas Only
etc. including making good the wall ceiling and floor.(G)
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures quantities
Item Providing, laying and jointing in true line and level 160 Rupees Eight
No dia U.P.V.C (Type B) conforming to IS 13592-1992 with Hundred Thirty One
37 one end plain and other end socketed with rubber ring, and Twenty Two
& fittings conforming to ISI 14735-1999 of approved Paisas Only
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 240.00 Rmt 831.22
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 Rupees Six
No the following nominal diameter of self cleaning Hundred Six and
38 design with C.I. screaed down or higned grating Eight Paisas Only
including cost of cutting and making good the walls 120.00 Nos. 606.08
and floor 100mm inlet and 50mm outlet. (C) 100mm
Item Providing and fixing wash down water closet Rupees Three
No (European type, W.C. Pan) with integral P or S Thousand Eight
39 trap including jointing the trap with soil pipe in Hundred Seventy
Cement Mortar 1:1 (1-Cement : 1-fine sand) 48.00 Nos. 3870.01 and One Paisas
including Seal and cover (A) Vitreous China Only
Item Providing and fixing wash basin with single hole for Rupees Two
No pillar tap with C.I. Or M.S. brackets painted with Thousand Ninety
40 including cutting holes and making good the same Two and Fifty Five
including fittings, (fixing C.P brass waste 32 mm dia),( Paisas Only
fixing M.I. fisher union 32 mm dia),(fixing pillar tap,cap
stan head , screw down high pressure with screws, 54.00 Nos. 2092.55
shank sand back nuts. 15mm dia), (fixing 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
No conecting the Urinal with waste pipe trap etc. Thousand Thirty Six
41 complete. (A) White earthenware flat back or 30.00 Nos. 1036.27 and Twenty Seven
corner type size 430mm x 260mm x 350mm. Paisas Only
Item SS Sink Glosy ASIS 304 Grade x 1mm thick with over Rupees One
No all size 610x460 mm & bowl size 560x410x200 Thousand Five
42 12.00 Nos. 1540.67 Hundred Forty and
Sixty Seven Paisas
Item Providing and fixing 600mm x 450mm bevelled edge Rupees Eight
No mirror of superior glass mounted on 6mm thick A.C. Hundred Thirty
43 sheet or plywood sheet and fixing to wooden pluge 66.00 Nos. 833.73 Three and Seventy
with C.P.brass screws and washers. Three Paisas Only
Item Providing erecting fixing double coated Syntex of Rupees Three and
No Equivalent PVC (ISI) Mark Water Tank of Required Ninety Five Paisas
44 Capaicty each with all necessary fitting & connection Only
etc. complete on Terrace.
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 C.P. brass shower rose with 15mm Rupees Two
No or 20mm inlet.(A) 100mm dia. Each Hundred Eighty Two
45 and Sixteen Paisas
Item Providing and fixing C.P. brass towel rail complete with Rupees Six
No C.P.brass brackets fixed to wooden plugs with C.P. Hundred Three and
46 brass scews.(B) 600mm x 20mm size. Nineteen Paisas
Item Providing and fixing C.P. Bib cock 15 mm Heavy duty Rupees Four
No with cap Hundred and Fifty
47 Eight Paisas Only
Item Providing and fixing C.P. Angle stop cock 15 mm Rupees Four
No Heavy duty with cap Hundred Seven and
48 Forty Two Paisas
Item Providing and fixing Gun metal check or non-return Rupees Four
No fullway wheel valve.(C) 25mm dia. Hundred Twenty
49 and Sixty Three
Paisas Only
Item Providing and fixing Gun metal check or non-return Rupees Six
No fullway wheel valve.(E) 40mm dia. Hundred Sixty Three
50 24.00 Nos. 663.43 and Forty Three
Paisas Only
Item Providing and constructing soak pit of size 2.46mt. outer Rupees Forty
No and 6.0mt. deep including 23cm thick brick masonary Thousand Eight
51 for top 0.75mt. height solid masonary in cement mortar Hundred Forty and
1:6 and remaining honey combed masonry in cement Seventy Six Paisas
mortar 1:6 and covered with jodhpuri patti C.I. pipe 6.00 Nos. 40840.76 Only
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 Rupees One
No directed. (A) Copper Metal (ii) 50mm dia. Hundred Eighty Nine
52 and Eighty Four
Paisas Only
Item Providing and fixing S.W. gully trap with C.I. grating Rupees One
No brick masonry chamber and 300mm x 300mm Thousand Two
53 size (inside) with standard weight. (i) Square mouth 24.00 Nos. 1246.92 Hundred Forty Six
traps. (B) 150mm x 100mm size Pof R type and Ninety Two
Paisas Only
Quantity Total Amount
Quantity Total Amount
Description of Item Estimated
estimated Estimated Rate In according to
It. No. (with brief specification and reference to Unit Rate In
but may be words estimated
book of specifications) more or less Figures quantities
Item Constructing brick masonry chamber for Rupees Two
No underground C.I. Inspection chamber and bends Thousand Nine
54 with briocks having croshing strength not less than Hundred Thirty Two
35Kg. Cm2 in C.M. 1:5 C.I. cover with frame (Light and Ninety Three
duty) 455mm x 610mm intenal dimensions, total Paisas Only
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 30.00 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 Rupees Three
No made from anticorrosive 304 grade S.S. pipe of 50 mm Thousand One
55 dia (16 gauge) as hand rail with S.S. 304 grade baluster Hundred Eighty Four
of 32 mm dia (16 gauge) as a vertical support fixed in and Fifty Eight
RCC slab / steps of stair at 1.2 Mt. c/c including three Paisas Only
horizontal S.S. pipes of 16 mm dia (16 Gauge) at equal 30.00 Rmt. 3184.58
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
No windows/ door using M.S. polished bars, Rectangular Hundred Six and
56 CRC Pipes of size 50mm x 30mm x 2mm or Required Seven Paisas Only
at required spacing as per design and hold fast with 2970.00 Kg. 106.07
coach bolts including one coat of primer and two coats
of matt finished oil painting etc. complete.
Item Construction of an under ground masonry water tank of Rupees Twelve and
No size 2.00 m X 2.00 m X 1.50 m & 2000 litre capacity as Eleven Paisas Only
36000.00 Litre 12.11
57 per the approved drawing & design etc. complete.
Item Providing, Fixing, Installation of Self Supported Rupees Two
No Galvalume Roofing with proper overlapping and Thousand Six
58 seaming between different sheets without making holes Hundred Twenty
or preventing the overturning of roof by wind addition Eight and Two
made up from superior quality, structural grade steel. Paisas Only
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 2550.00 Sqm 2628.02
fabricated 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.
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 of hangers/clamps as per Rupees Two
No requirement for laying of cables and hanging of bulbs Hundred Fourteen
59 from Self Supported Proflex Systems Roofing. 900.00 Nos. 214.12 and Twelve Paisas
Item Providing & fixing number plate of marble stone of Rupees Three
No required size set in C.M. 1:4 Including finishing and Hundred Six and
60 engraving letter etc. complete Fourteen Paisas
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 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 6 Community Hall Ta Sanand.pdf
1 POL 6 Community Hall Ta Sanand.pdf
1 SBD 6 Community Hall Ta Sanand.pdf
1 Schedule B 6 Community Hall Ta Sanand.pdf
1 Specification 6 Community Hall Ta Sanand.pdf
1.GR to be attached with DTP_SBD_with Index.pdf
Building Specifications _Booklet_.pdf
Final COMMUNITY HALL PLAN.pdf
Final Drawing Community Hall Section Proflex.pdf
NIT.pdf
Special Condition of work.pdf
Vahivati community hall 6 sanand.pdf
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