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Tender Value
₹10.0 L
EMD Value
₹10,100
Closing Date
11 Jun 2026, 6:00 pm6d left
Executive Engineer Panchayat (R&B) Division, Gir Somnath
Construction of New Anganwadi Building at Village Delwada 07 Ta :- Una, Dist :- Gir Somnath.
310163
03/2026-27 Sr.No.05
Open
Civil Works - Buildings
Gir Somnath
6 documents required · 5 mandatory · 1 optional
₹900
DD in favour of Executive Engineer, Panchayat R&B Division - Gir Somnath
₹10,100
1 Jun 2026
1 Jun 2026
1 Jun 2026
11 Jun 2026
1 Jun 2026
Name of Work :- Construction of New Anganwadi Building at Village Delwada 07 Ta :- Una, Dist :- Gir
Bill of Quantities
Memorandum showing items of works to be carried out
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
1 26.260 Cum Excavation for foundation upto 1.5 m 164.64 Rupees One One
depth including sorting out and stacking Hundred Sixty Cubic
of useful materials and disposing off the Four and Paise metre
excavated stuff upto 50 Meter lead. (B) Sixty Four only
Dense or Hard soil
2 22.430 Cum Excavation for foundation upto 1.5 m 281.72 Rupees Two One
depth including sorting out and stacking Hundred Eighty Cubic
of useful materials and disposing off the One and Paise metre
excavated stuff upto 50 Meter lead. (C) Seventy Two only
3 10.970 Cum Providing and laying cement concrete 3350.32 Rupees Three One
1:3:6 (1 cement, 3 sand, 6 machine Thousand Three Cubic
crushed stone aggregates 40 mm. Hundred Fifty and metre
Nominal size)and curing complete, Paise Thirty Two
excluding cost of formwork in(a) only
Foundation and Plinth.
4 0.600 Cum Providing and laying ordinary cement 11028.20 Rupees Eleven One
concrete 1:1.5:3 (1- Cement 1.5- coarse Thousand Cubic
sand: 3- graded stone aggregates 20 mm Twenty Eight and metre
nominal size) and finishing smooth with, Paise Twenty only
curing etc. complete including the cost of
formwork but excluding the cost of
reinforcement for R.C.C work in (B)
COLUMNS: (i) Having cross-sectional
area 0.08 to 0.18 Smt.
5 34.300 Cum White Stone Bela mesonry block in 6671.13 Rupees Six One
course in superstructure with stone of Thousand Six Cubic
approved quality in Lime Mortar 1:6 (1- Hundred Seventy metre
Cement: 6- course sand) including One and Paise
packing the joints etc. complete. Thirteen only
6 25.160 Cum Filling in foundation and plinth with 307.41 Rupees Three One
murrum or selected soil in layers of Hundred Seven Cubic
20cm. thickness including watering, and Paise Forty metre
ramming and consolidating etc. One only
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
7 2.400 Cum Providing and Laying cement concrete 4932.41 Rupees Four One
1:1:5:3 (M-200) (1 Cement 1:5 coarse Thousand Nine Cubic
sand 3- crushed stone aggregate 20mm Hundred Thirty metre
nominal size) and curing complete Two and Paise
including cost of form work in copping. Forty One only
8 20.790 Cum White Stone Bela mesonry block in 6698.04 Rupees Six One
course in superstructure with stone of Thousand Six Cubic
approved quality in Lime Mortar 1:5 (1- Hundred Ninety metre
Cement :5- course sand) including Eight and Paise
packing the joints etc. complete Four only
9 0.320 Cum Providing and Laying ordinary cement 9293.78 Rupees Nine One
concrete 1:1:5:3 (M-200) (1 - Cement Thousand Two Cubic
1:5 coarse sand 3- crushed stone Hundred Ninety metre
aggregate 20mm nominal size) for Three and Paise
reinforced cocrete Lintel including Seventy Eight only
finsing smooth with curing etc. complete
including cost of formwork but
exctuding the cost of reinforcemnt.
10 1.150 Cum Providing and Laying ordinary cement 8035.63 Rupees Eight One
concrete 1:1:5:3 (M-200) (1 - Cement Thousand Thirty Cubic
1:5 - coarse sand 3- graded stone Five and Paise metre
aggregate 20mm nominal size) and Sixty Three only
finshing amooth with curing etc.
complete including the cost of formwork
but exctuding the cost of reinforcemnt
for R.C.C work in beams having cross
sectional area more than 0.08 S.M and
11 7.700 Cum Providing and Laying ordinary cement 6674.24 Rupees Six One
concrete 1:1:5:3 (M-200) (1 - Cement Thousand Six Cubic
1:5 - coarse sand 3- graded stone Hundred Seventy metre
aggregate 20mm nominal size) and Four and Paise
finshing amooth with curing etc. Twenty Four only
complete including the cost of formwork
but exctuding the cost of reinforcemnt
for R.C.C work in slab having cross
sectional area more than 13cm and up to
12 902.900 Kg Providing TMT Bar FE 415 68.32 Rupees Sixty One
reinforcement for R.C.C. work including Eight and Paise Kilogram
bending, binding and placing in position Thirty Two only
complete for all floor.
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
13 11.100 Sqm Granite slab 18 mm thick slab in Risers 4772.85 Rupees Four One
of steps dedo and pillers laid 10 mm Thousand Seven Squere
thick cement mortar 1:3 (1 cement: 3 Hundred Seventy metre
coarse sand) and jointed with grey Two and Paise
cement slurry including rubbing, Eighty Five only
polishing etc. complete. (Granite JAMS
14 5.440 Sqm Providing and fixing 30mm thick factory 2152.31 Rupees Two One
made moulded door shutter consisting of Thousand One Squere
solid core single leaf flush door of 30mm Hundred Fifty metre
thickness, lipped with 15mm (5mm x 30 Two and Paise
thick x 30mm width on one stiles and top Thirty One only
rail and 10mm (5mm x 2) thick x 30mm
width on the other stiles and bottom
rails. The inner panel laminated with
2mm thick termite proof, water proof
and fire resistant moulded PVC sheet
with 2, 4, 6 raised panel design in
different plain and / or prelimaneted
coluurs on one side after routing the
moulded design on flush door and 2mm
plain and / or prelaminated PVC sheet on
other side using rubber adhesive on flush
door and solvent cement adhesive on the
PVC liping etc. complete as per direction
of Engineer in charge, Manufacture's
specification and drawing
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
15 4.760 Sqm Providing and fixing window having 1713.69 Rupees One One
extruded aluminum Colour anodized Thousand Seven Squere
section frame main outer size 63.50 x Hundred Thirteen metre
38.10 x 1.95 mm(of Jindal Section and Paise Sixty
no:4605,@ Wt 1.094 Kg / Rmt), Nine only
horizontal two track member size
mm x 31.75 mm x 1.20mm (of Jindal
Section no: 8687 @wt.of 0.695 Kg/mt),
vertical member of size 61.85 mm x
31.75mm x 1.30 mm (of Jindal Section
no:8758 @wt.of 0.0.659 Kg/mt) with
sliding shutters of horizontal member
size 40mm x 18mm x 1.29mm (of Jindal
Section no:8949 @ wt.of 0.456Kg/mt),
vertical member of size 40mm x 18mm x
1.29mm (of Jindal Section no:8947
@wt.of 0.456Kg/mt/ Section 8948, @
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.
16 0.720 Sqm Providing upto floor two level precast 786.42 Rupees Seven One
cement concrete jali or grill 1:2:4 mix (1- Hundred Eighty Squere
Cement: 2- coarse sand: 4-graded stone Six and Paise metre
aggregate 6mm nominal size) reinforced Forty Two only
with 1.6 mm dia. Mild steel wire
including roughening,cleaning, fixing
and finishing in cement mortar 1:3 and
curing complete. (A) 50mm thick
17 0.720 Sqm Providing and fixing standared extruded 1175.54 Rupees One One
of alluminium section of size 63mm x Thousand One Squere
38.10mm x 1.2mm (Jindal Section :2434, Hundred Seventy metre
@ Wt. 0.643 Kg/mt) with colour Powder Five and Paise
Coated alluminium frame for ventilation Fifty Four only
with 5 mm thick frosted glass as details
etc complete for Ventilation
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
18 180.000 Kg Providing and fixing M.S. grills of 120.29 Rupees One One
required pattern to wooden / steel / Hundred Twenty Kilogram
Marble frames of windows etc. with and Paise Twenty
M.S. flats at required spacings and frame Eight only
alround, square or round bars with round
headed bolts and nuts or by screws (A)
19 41.130 Sqm P & L 24" x 24" vitrified 8 mm thick tile 1324.62 Rupees One One
flooring over 20 mm (average) base of Thousand Three Squere
cement mortar 1:6 (1 cement: 6 coarse Hundred Twenty metre
sand) on new surface or fixing on Four and Paise
existing flooring by adhesive material Sixty Two only
including dismentaling of existing
flooring and jointed with color cement
slurry including finised with flush
pointing & cleaning the surface etc.
complete for light shade
20 20.480 Sqm Providing and laying white glazed tiles 827.19 Rupees Eight One
6mm thick in flooring treads of steps and Hundred Twenty Squere
landing laid on a bed of 12mm thick Seven and Paise metre
cement mortar 1:3 (1- cement: 3-coarse Ninteen only
sand) finishing with flush pointing in
21 2.980 Sqm Providing and laying white glazed tiles 1127.48 Rupees One One
6mm thick in skrting risers of steps and Thousand One Squere
dedo on 10mm thick cement plaster 1:3 Hundred Twenty metre
(1-cement: 3- coarse sand) and jointed Seven and Paise
with white cement slurry Forty Eight only
22 122.760 Sqm Providing 15mm thick cement plaster in 257.76 Rupees Two One
single coat on Rough (Similar)side of Hundred Fifty Squere
single or half brick walls for interior Seven and Paise metre
plastering upto floor two level and Seventy Six only
finished even and smooth in (i) Cement
mortar 1:3 (1-cement:3-sand) incl.
floating coat of eat cement slurry. etc
23 130.460 Sqm Providing 20mm thick sand faced cement 358.72 Rupees Three One
plaster on wall upto height 10 metres Hundred Fifty Squere
above ground level consisting of 12mm Eight and Paise metre
thick backing coat of C.M. 1:3 (1- Seventy Two only
cement: 3-sand) and 8mm thick finishing
coat of C.M. 1:1 (1-cement: 1-sand) etc.
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
24 122.760 Sqm Applying two coats of Birla or Asian (or 40.59 Rupees Forty One
equivalent) acrylic lapy (putty) & two and Paise Fifty Squere
coats of primer of approved brand and Nine only metre
manufacture on new wall surface to give
an even shade including thoroughly
brushing the surface free from mortar
dropping and other foreign matter and
sand papered smooth
25 122.760 Sqm Wall painting (two coats) with plastic 86.78 Rupees One
emulsion paint of approved brand and Eighty Six and Squere
manufacture on undecorated wall surface Paise Seventy metre
to give an even shade including Eight only
throughly brushing the surface free from
mortar droppings and other foreign
matter and sand papered smooth
26 130.460 Sqm Finishing wall with weather proof 122.13 Rupees One One
exterior emulsion paint on wall surface Hundred Twenty Squere
(two coats) to give an required shape Two and Paise metre
even shade after thoroughly brushing the Thirteen only
surface to remove all dirt, and remains of
loose powdered materials.etc complete
27 6.180 Sqm Providing and fixing 25mm thick 200.29 Rupees Two One
mechine cut polished kota stone shelves Hundred and Squere
green or blue with polishing on both side Paise Twenty metre
and stone should be in one piece as per Eight only
width of cup board including grooving
and fixing in wall and making good the
same etc. complete
28 6.000 No Providing and fixing P.V.C. Pipe 89.86 Rupees One
10kgf/sq.cm Rain water spout of 50mm Eighty Nine and Number
dia Paise Eighty Six
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
29 1.000 No Providing and fixing water closet 1499.01 Rupees One One
squatting Pan (Indian type W.C. Pan) Thousand Four Number
size 580mm (Earthwork, bed concrete, Hundred Ninety
foot reste and trap to be measured and Nine and Paise
paid for separately) (A) Vitreous One only
China.(1) Long pattern = White colour
including Providing and fixing 100mm
size Por S trap for water closet squatting
pan including jointing the trap with the
pan and soil pipe in cement Mortar 1:1
(1-Cement : 1-Fine sand) (A) Vitreous
China. and Providing and pair of white
vitreous China 250mm x 130mm x
30mm footrest to long pattern squatting
pan water closet
30 1.000 No Providing and fixing washbasin with 1831.61 Rupees One One
single hole for pillar tap with C.I. or Thousand Eight Number
M.S. brackets painted white including Hundred Thirty
sutting holes and making good the same One and Paise
but excluding fittings.(A) Vitreous Sixty One only
China:(ii) Flat Back washbasin 550 mm
x v 400mm size. (i) In white colour and
Providing and fixing C.P. brass waste for
washbasin or sink. (A) 32mmdia and
Providing and fixing M.I. fisher union
for washbasin or sink. (A) 32mm dia.
31 10.000 Rm Providing and fixing to wall ceiling and 138.23 Rupees One One
floor 10.0 Kg. F/Cm2 working pressure Hundred Thirty Running
poluthene pipes of the following outside Eight and Paise metre
Dia. Low densidy, complete with special Twenty Three only
falnge compression type fittings, wall
clipsetc. including making good the wall
ceiling and floor. (D) 40mm
32 12.000 Rm Providing and fixing to wall ceiling and 111.64 Rupees One One
floor 6.0 Kg. F/Cm2 working pressure Hundred Eleven Running
poluthene pipes of the following outside and Paise Sixty metre
Dia. Low densidy, complete with special Four only
falnge compression type fittings, wall
clipsetc. including making good the wall
ceiling and floor. (B) 25mm
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
33 12.000 Rm Providing and fixing to wall ceiling and 339.04 Rupees Three One
floor 10.0 Kg. F/Cm2 working pressure Hundred Thirty Running
poluthene pipes of the following outside Nine and Paise metre
Dia. Low densidy, complete with special Four only
falnge compression type fittings, wall
clipsetc. including making good the wall
ceiling and floor. (G)110 mm
34 10.000 Rm Providing and fixing to wall ceiling and 280.23 Rupees Two One
floor 10.0 Kg. F/Cm2 working pressure Hundred Eighty Running
polythene pipes of the following outside and Paise Twenty metre
Dia. Low densidy, complete with special Three only
falnge compression type fittings, wall
clipsetc. including making good the wall
ceiling and floor. (F) 75mm
35 1.000 No Providing and fixing S.W. gully trap 1246.91 Rupees One One
with C.I. grating brick masonry chamber Thousand Two Number
and water tight C.I. cover with frame of Hundred Forty Six
300mm x 300mm size (inside) with and Paise Ninety
standard weight.(i) Square mouth traps. One only
(B) 150mm x 100mm size P or R type
36 2.000 No Providing and fixing cast iron (Spun) 666.69 Rupees Six One
Nahni trap of the following nominal Hundred Sixty Six Number
diameter of self cleaning design with C.I. and Paise Sixty
screaed down or higned grating Nine only
including cost of cutting and making
good the walls and floor 100mm inlet
and 50mm outlet. (C) 100mm dia
37 1.000 No Providing and fixing Gun metal check or 420.63 Rupees Four One
non- return fullway wheel valve. (C) Hundred Twenty Number
25mm dia. and Paise Sixty
38 1.000 No Providing and fixing Gun metal check or 186.82 Rupees One One
non- return fullway wheel valve. (A) Hundred Eighty Number
15mm dia. Six and Paise
Eighty Two only
39 3.000 No Providing and fixing screw down bib 186.82 Rupees One One
taps of following size. (A) Brass screw Hundred Eighty Number
down bib tap polished bright. (i) 15mm Six and Paise
dia Eighty Two only
40 1000.000 Lit Providing erecting and fixing double 3.94 Rupees Three One Litre
coated Syntex PVC. (ISI) water tank of and Paise Ninety
required capacity No. with all necessary Four only
fittings and connection etc. complete on
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
41 1.000 No (B) Providing sock pit of 5.00 Cmt. 3516.50 Rupees Three One
Volume including excavating and filling Thousand Five Number
brickbats with dry masonry work at top Hundred Sixteen
for 45cm. height including covering the and Paise Fifty
top with stone including providing vatas only
in C.M. 1:3 with finishing curing etc.
complete as directed.
42 2.100 Rm Constructing a cooking platform 60 cm. 2694.77 Rupees Two One
width and 70 cm high resting on Thousand Six Running
B.B.Masonry walls 23 cm.thick in Hundred Ninety metre
C.M.(1:6) with (i) Fixing or precast Four and Paise
R.C.C.1:2:4) 8 cm. thick slab with Seventy Seven
marble chips set in C.M. (1:6) (6mm only
thick terrazo) with plastering on exposed
faces walls in C.M. (1:4) etc complete.
43 4.050 Sqm Providing and fixing precast R.C.C slab 1243.31 Rupees One One
(Papada) using R.C.C. 1:2:4 (1- Cement: Thousand Two Squere
2- Coarse sand: 4- Crushed ston Hundred Forty metre
aggregate 20mm normal size) 15 cm Three and Paise
thick for cover with 75 mm hole as per Thirty One only
requirement with necessary reinforemnet
carting and fixing in position complete
44 1.840 Sqm Providing and laying cement concrete 354.68 Rupees Three One
flooring 1:2:4 (1-cement 2-coarse sand 4- Hundred Fifty Squere
graded stone aggregate 20mm nominal Four and Paise metre
size) laid in one layer and finished with a Sixty Eight only
floating coat of neat cement. (B) 50mm
45 39.200 Sqm Providing and laying broken chine 779.69 Rupees Seven One
mosaic flooring for terrace using 12 mm Hundred Seventy Squere
to 20 mm broken pieces of glazed tiles to Nine and Paise metre
be laid over cement mortar 1:3 to plain Sixty Nine only
or slope and to be tempered to bring
mortar creme out upto Surface using
white cement including rounding off
junctions and extending them upto 15 cm
along the wall, clearing with water and
oxalic acid etc. as directed.
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
46 675.000 Sqft Painting of various type of Birds, 95.95 Rupees One
animals cartoons and eductional Slogans Ninety Five and Squere
with oil paint and acrylic Paint on pre Paise Ninety Five foot
praimered wall with all labour, Materials only
Colours etc complate as per drawinds or
47 1.000 No Providing and Painting of typical Logo. 3984.14 Rupees Three One
Writing letter or figures on any surface Thousand Nine Number
with Thick White Paint Incl. stops, Hundred Eighty
comas, hyphens etc as required): Indian Four and Paise
(Letters/figures). as per instruction of Fourteen only
engg. In charge.
48 0.270 Sqm Marble Slab Polished marble stone 984.30 Rupees Nine One
Rajnagar Makarana 20mm size 60 x 45 Hundred Eighty Squere
cms. Four and Paise metre
Item Quanties Item of work Estimated Rates Unit Total amount
Item Quanties Item of work Estimated Rates Unit Total amount
No. Estimated but may In Figure In Words. according to
be more or less. Rs. Ps estimated
49 1.000 Job Supplying and fixing total electrification 17608.00 Rupees One Job
work with concealled wiring including Seventeen
standard ISI mark moduler switches, Thousand Six
copper wire gauge minimum 3/20 & Hundred Eight
above, 8 nos of lighting point, 2 nos and Paise Zero
fans, 8 nos LED bulbs including electric only
accesseries like MCB with distribution
box, Switch board & Exaust fen as
directed by Engineer in -charge.
Rupees Ten Lakh Two Thousand Ninety One and Paise Five only Total Rs.
Put to tender Rs…………………… Put to tender Rs……………………
Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….
I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent (
*Should be written
Estimated Amount in figures and words ) of the estimated rate mentioned
* Estimated above. Amount of My \ Our
Put to tender Rs…………………… Put to tender Rs……………………
Deduct……..……..% Add……..……..%
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.
Signature of Contractor
Deputy Executive Engineer Executive Engineer
Panchayat R.& B. Sub Division ( D P ) Road & Building Division
Una Gir somnath
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