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Tender Value
₹62.4 L
EMD Value
₹63,000
Closing Date
10 Sept 2026, 6:00 pm
Executive Engineer, Panchayat Road and Building Division, Morbi
Construction of Gram Panchayat office (Frame structure)of Morbi District Package No. RPC-1/MRB/GP/2025-26/P.01 Tal. Maliya Dist. Morbi (7th attempt). 1 Construction of Gram Panchayat office (Frame structure) at Village-Khirasara Tal. Maliya Dist. Morbi 2 Construction of Gram Panchayat office (Frame structure) at Village-New Navalakhi Tal. Maliya Dist. Morbi 3 Construction of Gram Panchayat office (Frame structure) at Village-Nirubennagar Tal. Maliya Dist. Morbi
340177
80 /2026
Open
Civil - All
Works
Morbi
7 documents required · 7 mandatory
₹2,400
Executive Engineer, Panchayat Road and Building Division, MORBI
₹63,000
29 Aug 2026
29 Aug 2026
29 Aug 2026
10 Sept 2026
29 Aug 2026
Name of Work :-Construction of Gram Panchayat office (Frame structure) of Morbi
District Package No. RPC-1/MRB/GP/2025-26/P.01 Tal. Maliya Dist. Morbi (7th attempt)
Bill of Quantities
Memorandum showing items of works to be carried out
Item Discription of Item (With Brief Specification and Quantity Unit Rate In Amount
No. reference to book of Specification) Figures
In Figure Rs. Ps
1 Excavation for foundation upto 1.50 M.depth including 225.30 Cum 122.94
sorting out &stacking of useful materials i.e. dispositing
the excavated stuff up to all lead & lift (a)Loose or soft
2 Excavation for foundation upto 1.50 M.depth including 183.00 Cum 157.33
sorting out &stacking of useful materials i.e. dispositing
the excavated stuff up to all lead & lift (a)Dense or Hard
3 Providing and laying cement concrete 1:4:8 (1- Cement : 4- 58.50 Cum 2932.73
coarse sand : 8- machine crushed stone aggregates
mm nominal size) and curing complete excluding cost of
formwork in (A) Foundation and Plinth
4 Providing and laying ordinary cement concrete1:1:2 45.30 Cum 5992.18
(1cement,1sand, 2 gradedstone aggregates
mm.Nominal size) and finishing smooth with curing etc.
complete excluding cost of form work and reinforcement
for reinforced cement concrete work in in A) Foundations,
footings, base of columns and mass concrete
5 Providing and laying ordinary cement concrete1:1.5:3 17.70 Cum 10914.49
(1cement,1.5sand, 3 gradedstone aggregates
mm.Nominal size) and finishing smooth with curing etc.
complete including the cost of formwork but excluding the
cost of reinforcement of R.C.C. work in Column (iii) Having
cross-sectional area more than 0.085 Sq.M. and up to
6 White Stone Bela mesonry block in course in 88.50 Cum 6479.69
superstructure with stone of approved quality in Cement
Mortar 1:6 (1- Cement : 6- course sand) including packing
the joints etc. complete.
7 Filling in foundation and plinth with murrum or selected 72.00 Cum 301.78
soil in layers of 20cm. thickness including watering,
ramming and consolidating etc. complete.
8 White Stone Bela mesonry block in course in 97.80 Cum 6761.40
superstructure with stone of approved quality in Cement
Mortar 1:6 (1- Cement : 6- course sand) including packing
the joints etc. complete. In superstructue above plinth upto
All floor level
9 Providing and laying cement concrete1:1.5:3 1.80 Cum 7186.77
(1cement,1.5sand, 3 gradedstone aggregates20
mm.Nominal size) and curing complete, including cost of
formwork in sill and sides (R.C.C. band) but excluding the
cost of reinforcement upto All floor level
10 Providing & laying ordinary C.C. 1:1 1/2:3 ( 1 cement ,1 4.50 Cum 10589.02
1/2 course sand, 3 graded stone agg. of 20 mm nominal
size )and for R.C.C. LINTELS incl. Finishing smooth with
curring of formwork but excl. the cost of reinforcement.for
above floor upto All Floor level.
11 Providing & laying cement concrete 1:11/2:3 (1 cement 2.40 Cum 7042.78
,11/2 course sand,3graded stone agg.of 20 mm nominal
size) for rein-forcement concrete CHHAJJAS not
exceeding 10cm. thickness upto floor two level incl.
finishing the exposed surface with C.M. 1:3 (1 cement
fine sand) to give a smooth and ever surface, centering,
formwork and curring comp.Excl. the cost of
reinforcement.above plinth Upto All floor level.
12 Providing & laying C.C. 1:11/2:3 (1 cement ,11/2 course 45.90 Cum 8035.64
sand,3 graded stone agg.of 20 mm nominal size) and
finishing smooth with curring etc. comp. incl. the cost of
formwork but excl. the cost of reinforcement for R.C.C.
work in. (A) Beam :- Having cross sectional Area
to 0.12 Sqm.upto All floor level
13 Providing & laying ordinary cement concrete1:11/2:3 (1 49.80 Cum 7258.19
cement ,11/2 course sand,3 graded stone agg.of 20 mm
nominal size) exposed work with curring etc.comp. incl.
the cost of formwork but excluding the cost of reinforce
ment for R.C.C. work in. SLAB :- having more then 10cm.
and end upto 13cm. thickness.upto All floor level
14 Providing & laying ordinary cement concrete1:11/2:3 (1 9.30 Cum 8587.72
cement ,11/2 course sand,3 graded stone agg.of 20 mm
nominal size) exposed work with curring etc.comp. incl.
the cost of formwork but excluding the cost of reinforce
ment for R.C.C. work in. Staircases Excluding Landing
up to All floor level
15 Providing TMT Bar FE 500/500D reinforcement for R.C.C. 17979.00 Kg 77.29
work including bending, binding and placing in position
complete upto All floor level
16 Providing and laying marble stone slab flooring over 50.10 Sqm 2194.76
20mm (average)base of cement mortar 1:6 (1-cement :
coarse sand) or L.M. 1:1.5(1- lime putty : 1.5 - coarse
sand) laid and jointed with gray cement slurry including
rubbing and polishing complete. (A) Marble slab 25mm
17 Providing and fixing 35mm. Thick Panelled,glazed 22.20 Sqm 3658.85
orPanelled and glazed shutters for doors,windows
andclearstory windows including anodised alluminiumbutt
hinges with necessary screws and Indian TeakWood
shutters with-(B) Partical board panells.12mm. thick
including applying primer and two coats of oil painting etc.
18 20mm thick sand faced cement plaster on walls upto 594.00 Sqm 315.69
height 10 metres above ground level consisting of 12mm
thick backing coat of C.M. 1:3 (1-cement : 3-sand) and
8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand)
19 Providing 10 mmthick cement plaster in single coat on fair 1131.00 Sqm 135.47
side of Brick/concrete walls for interior plastering upto
floor two level and finished even and smooth in (I)cement
mortar 1:3 (1 cement:3 sand) .
20 Providing and laying 24" x 24" vitrified 8mm thick tile 298.80 Sqm 1476.54
flooring over 20MM (average) base of cement mortar 1:6
(1- Cement : 6-Coarse Sand) on new surface or fixing on
existing flooring by adhe-sive material including
dismentalling of existing flooring and jointed with colour
cement slurry including finished with flush pointing and
cleaning the surface etc. complete. For Light shade
21 Providing and laying Ceramic tiles 6mm thick in flooring 37.50 Sqm 1017.30
treads of steps and landing laid on a bed of 12mm thick
cement mortar 1:3 (1-cement : 3-coarse sand ) finishing
with flush pointing in white cement
22 Providing and layingCeramic tiles 6mm thick in skrting 99.30 Sqm 1090.32
risers of steps and dedo on 10mm thick cement plaster
1:3 (1-cement : 3-coarse sand) and jointed with white
23 Applying two coats of Birla or Asian acrylic lapy ( putty) & 1131.00 Sqm 40.59
two coats of primer of approved brand and 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.
24 Finishing wall with weather proof exterior emulsion paint 639.30 Sqm 120.26
on wall surface(two coats) to give an required shape even
shade after thoroughly brushing the surface to rempve all
dirt, and remains of loose powdered materials etc
25 Distempering (Two coats) with oil bound distemper of 1131.00 Sqm 76.68
approved brand and manufacture and of required shade
on wall surface to give an even shade over and including
a priming coat with distemper primer of approved brand
and manufacture after thoroughly brushing the surface
free from mortar dropping and other foreign matter and
also including preparing the surface even and papered
26 Proving and fixing water closet squatting pan (Indian type 3.00 No 1439.67
W.C.Pan) size 580 mm. incl. 100mm. Size P trap & Foot
rest(Earthwork, bed concrete,foot rests and trap to be
measured and paid for separately) (A) Vitreous china (I)
Long pattern white colour.
27 Providing and fixing PVC SWR Nahni trap IS 14735 for 3.00 No 586.27
drain - 100 mm diameter with jali of the following nominal
diameter of self cleansing design with C.I scread down or
hinged grating including the cost of cutting and making
good the walls.
28 Proving and fixing cast iron spigot and socket soil, waste 15.00 Rm 892.39
and ventilating pipes of the following nominal size.(C)
29 Proving and fixing in position cowl vent to pipes(C) 100 3.00 No 505.17
30 Providing and fixing S.W. gully trap with C.I. grating brick 9.00 No 1292.19
masonry chamber and water tight C.I. cover with frame of
300mm x 300mm size (inside) with standard weight.(i)
Square mouth traps. (A) 100mm x 100mm size P type.
31 Providing and fixing urinal of approved quality including 3.00 No 1074.86
connection with trap and with integral longitudinal flush
pipe (A) White earthen ware flat back or corner type size
32 Constructing brick masonry road gully chamber 450mm x 3.00 No 3504.02
450mm x 775mm with vertical grating complete With
C.I.Manhole Cover 450x600 mm size
33 Providing and fixing washbasin with single hole for pillar 3.00 No 2380.56
tap with C.I. or M.S. brackets painted white including
sutting holes and making good (A) Vitreous China:(ii) Flat
Back washbasin 550 mm x 400mm size. (i) In white
colour. with CP brass couplin, padastal matching the
shade, waste pipe,rubber pipe etc complete
34 Providing, laying and jointing in true line and level 110 60.00 Rm 876.90
diametre U.P.V.C (Type B) conforming to IS 13592-1992
with one end plain and other end socketed with rubber
ring, & fittings 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 110 mm diametre x
149 mm length x 145 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.
35 Providing and fixing concealed center point to wall ceiling 30.00 Rm 338.24
& floor CPVC (SDR 13.5) PIPE having National Sanitation
Foundation (NSF) seal for potable water of following dia.
nominal bore tube fittings and clamps including making
good the wall, ceiling and floor etc. complete. [D] 32mm.
36 Providing and fixing concealed center point to wall ceiling 45.00 Rm 208.80
& floor CPVC (SDR 13.5) PIPE having National Sanitation
Foundation (NSF) seal for potable water of following dia.
nominal bore tube fittings and clamps including making
good the wall, ceiling and floor etc. complete. [B] 20mm.
37 Providing and fixing screw down bib taps of following 6.00 No 186.83
size.(B) Brass chromium plated screws down Bib Tap.
38 Proving and Fixing double coated Syntex or Equivalent 1500.00 Lit 3.95
PVC ( ISI) mark water tank of required capacity each with
all necessary fittings and connection etc. comp on terrace
or as directed by Engineer - in- charge.
39 Providing and laying broken china mosaic flooring 300.00 Sqm 779.70
for terrace using 12 mm to 20 mm broken pieces of
glazed tiles to be laid over cement mortar 1:3 to plain 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.
40 Providing and fixing Window having extruded Alluminium 30.90 Sqm 1713.70
Colour anodized Section frame main outer size 63.50 x
38.10 x 1.95mm (of Jindal Section No. 4605, @ Wt.
Kg./Rmt.) horizontal Two Track member size 61.85mm x
31.75mm x 1.20mm (of Jindal Section No. 8687 @ Wt.
0.695 Kg./mt.) vertical member of size 61.85mm x
31.75mm x 1.30mm (of Jindal Section No. 8758 @ Wt. of
0.659 Kg./mt.) with Sliding Shttuer of Horizontal member
size 40mm x 18mm x 1.29mm (of Jindal Section No.
@ Wt. of 0.456 Kg./mt.) Vertical member of size 40mm x
18mm x 1.29mm (of Jindal Section No. 8947 @ Wt. of
0.456 Kg./mt. / Section 8948 @ Wt. 0.457 Kg/mt.) with
5mm thick transparent bronze colour tinted float glass with
powder coated alluminium fittings and fixtures and
transparent silicon section glass fixing to frame as per
details etc. complete for window
41 Providing and fixing M.S. grills of required pattern to 1104.00 Kg 109.24
wooden frames of windows etc. with M.S. flats at required
spacings and frame alround, square or round bars with
round headed bolts and nuts or by screws (A) Plain Grill.
42 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. 3.00 No 958.17
size having weight not less than 35Kg.
43 Providing and fixing 30mm thick FACTORY MADE SOLID 4.80 Sqm 1146.37
PANEL PVC DOOR SHUTTER consisting of frame made
out of M.S. tubes of 19 gauge thickness and size of 19mm
x 19mm for stiles and 15mm x 15 mm for top and bottom
rails. M.S. frame shall have a coat of steel primers of
approved make and manufacture, M.S. frame shall be
covered with 5 mm thick heat moulded PVC ‘C’ channel of
size 30 x 50 mm forming stiles, and 5mm thick 75mm
wide PVC sheets for top rail, lock rail and bottom rail on
either side, and 10mm (5mm x 2) thick, 20mm wide cross
PVC sheet as gap insert for top rail and bottom rail,
Panelling of 5 stiles and rails with 30mm wide x 5mm thick
PVC sheet beading on eighter side, and joined together
with solvent cement adhesive,. An additional 5mm thick
PVC strip of 20mm width is to be stculk on the interior side
of the ‘c’ channel using PVC solvent cement adhesive etc.
complete as per direction of Engineer in charge,
manufacture’s specification and drawing.
44 Providing & Fixing Acrylic sheet name board size 2.00 mt 3.60 Sqm 1010.00
x 0.60 sqm. With painting letters Indicating Gram
panchayat office / Village/ Taluka/ Dist. Etc. as directed
by Adm. Department etc. with all required material &
45 (B) Proving sock pit of 5.0 Cumt. Volume including 3.00 No 3198.83
excavating and filling brick bats with dry masonary work at
top for 45 cm. Height including covering the top with stone
including providing vatas in c.m. 1;3 with finishing,curing
etc. complete as directed.
46 Point wiring for Light / Bell with 2-1.5 sq.mm & earth 39.00 Point 507.02
wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV
grade FRLS PVC insulated multi strand copper wires up to
10 mtr length , in below type of pipe erected with 6A
Modular type switch / bell push & accessories and earth
continuity of following type, erected on PVC /
Metallic/Wooden box, single mounting base frame
covered with textured/metallic/white front plate modules
erected on / in wall / ceiling as per pipe erected, with
necessary Lamp holder/ceiling rose / H.D.Connector as
(f) with medium class Rigid PVC pipe and accessories
erected concealed in wall/ceiling complete Cat- II
47 Point wiring for FAN with 2-1.5 sq.mm & earth wire of 1.5 18.00 Point 719.12
sq.mm (Green) both are of .ISI marked 1.1 KV Grade
FRLS PVC insulated multi strand copper wires up to
mtr length, in below type of pipe erected with 6A Modular
type switch and hum free EME step type electronic fan
regulator mounted and accessories with earth continuity
of following type erected on PVC / Metallic/Wooden box,
single mounting base frame covered with
textured/metallic/white front plate modules erected on / in
wall / ceiling as per pipe erected. with necessary ceiling
rose / H.D.Connector as directed.
(f) with medium class Rigid PVC pipe and accessories
erected concealed in wall/ceiling completeCat- II
48 Point wiring for on board Looped Plug with 6A Modular 15.00 Point 259.57
type switch & 5 pin socket erected on PVC /
Metallic/Wooden box, single mounting base frame
covered with textured / metallic/white front plate modules
erected on / in wall / ceiling with following type
accessories Cat- II
49 Point wiring for Individual Plug with & earth wire of 1.5 15.00 Point 540.35
sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS
PVC insulated multi strand copper wires up to 10 mtr
length, in below type of pipe erected complete with
Modular type switch & 5 pin Plug erected on PVC /
Metallic/Wooden box covered with appropriate front plate
modules erected on / in wall / ceiling as per pipe erected
with following type of accessories.
[I] For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire
from nearby switchboard/mcb db board
(f) with medium class Rigid PVC pipe and accessories
erected concealed in wall/ceiling complete - Cat_II
50 Providing & erecting Switch board for Computer or 6.00 No 1162.51
electric apparatus consisting of following modular type
accessories mounted with PVC / Metallic
concealed/open box with single mounting base frame
covered with textured/metallic /white front plate,modules
erected with necessary connections as directed
1 no. 6A/16A universal plug-switch combined.
3 nos. 6A Switch
3 nos. 6A 5 pin Plug
[B] For Modular Type Accessories Cat. II
51 Decorative call bell Ting-tong box type 250 volts complete 3.00 No 79.79
52 Supplying and erecting LED indoor fittings with LEDs of 39.00 No 279.77
wattage 0.2 Watt to 0.5 Watt assembled on single
MCPCB, with housing used as a heat sink shall be made
of thick sheet Steel conforming to IS: 513/CRCA/
aluminium die cast powder coated and high U.V. &
corrosion resistance with diffuser with company
mark/name 160V to 270V, Power Factor more than 0.95,
CCT 3000 K to 6500K,
Luminaire efficacy> 85 lumens/watt ,LED
LED driver efficiency > 85 %
( fitting required LM-79 & LM-80 Certificates)(NOTE:
Below description have shown ranges of Wattage capacity
of LED fittings.The Engineer incharge may select any
wattage capacity between the ranges shown.) (A) Tube
Light with integral driver (iii) 18-20 Watts, Surge - 2KV,IP-
20, conventional 4 feet ( R.& B. Ele. Dn. SOR item No.2-
53 providing and erecting Miniature circuit breaker single pole 6.00 No 108.07
6A to 25A suitable to operate on 240 V A.C. system and
having breaking capacity 10 KA to be erected in existing
box. confirming to IS 8828/1996 with ISI Mark Cat-ll
54 Providing & erecting 240 V MCB double pole switch for 3.00 No 282.80
lighting Load (B Curve) having 10 KA breaking capacity &
confirms to IS : 8828 in existing box having following
(A) 6 to 32 Amp. - Cat-III
55 Providing and erecting Sheet Steel powder coated MCB 3.00 No 1759.42
distribution board - flush / surface mounted fitted with
busbar, neutral link, earth bar and DIN rail, Conforms to IS
8623-1 & 3, IEC 61439-1 & 3 without MCB to house
appropriate nos. of MCBs.(The DBs should be used of
same company of MCB to be used) suitable for
(b) sheet steel double door (IP-43) (iv) 12 Way
56 Providing and erecting Approved make Ceiling fan with 15.00 No 1883.65
double ball bearing ISI mark with condenser A.C.
23OV.50 c/s.1200 mm. sweep complete, canopy erected
on existing hook or clamp with earthing. [Make shall be
approved by Engineer in charge]
57 Providing and erecting Pipe type earthing with 40 mm dia 3.00 No 1171.60
2.5 mtr long 'B' grade G.I. pipe with necessary coupling
buch buried in specially prepared earth pit & G.I. earth
wire of 8 SWG erected & connected as directed. For
using salt and charcoal / coke as required for pipe type
58 Supplying & erecting approved make self-priming 3.00 No 5686.30
domestic monoblock water pump with 0.5 H.P. motor,
suitable for operation on 230 volts 50 c/s. AC supply with
metallic flange, delivery and discharge of 32 LPM at
mtrs.head. Cat. II
Dismentled Material Credit Rs. 0 will be deducted from
Rupees Sixty Two Lakh Thirty Five Thousand Six Hundred Thirty and Paise Eighty only
I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent ( Should be
written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as
* Estimated Amount * Estimated Amount
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 Panchayat R.& B. Division
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01 Qualification Criteria GP Building P.01 Maliya.pdf
02 SBD GP Building P.01 Maliya.pdf
03 Specification Index GP Building P.01 Maliya.pdf
04 Specification GP Building P.01 Maliya.pdf
05 BOQ GP Building P.01 Maliya.pdf
06 DRG GP Building P.01 Maliya.pdf
07 Building circular GP Building P.01 Maliya_compressed.pdf
08 Test Schedule GP Building P.01 Maliya.pdf
09 Quantity Sheet GP Building P.01 Maliya.pdf
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