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Tender ID
Tender Value
₹21.0 L
EMD Value
₹21,000
Closing Date
17 Feb 2026, 6:00 pmClosed
Executive Engineer, R & B Panchayat Division, Anand
Construction of Public Toilet Block Building Near Piplav Ashapuri Mandir Trust At Village. Piplav Tal. Sojitra Dist. Anand.
274671
19/2025-26
Open
Civil Works - Buildings
Works
Anand
1 document required · 1 mandatory
₹900
Yes
Executive Engineer,R & B Panchayat Division,Anand
₹21,000
Yes
9 Feb 2026
9 Feb 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
1 Excavation for foundation upto 1.5 m depth including 153.00 Cmt. 122.94
sorting out and stacking of useful materials and
disposing off the excavated stuff upto 50 Meter lead.(A)
Loose or soft soil
2 Providing and laying cement concrete 1:4:8 (1- Cement : 19.00 Cmt. 2947.11
4- coarse sand : 8- hand broken stone aggregates 40 mm
nominal size) and curing complete excluding cost of
formwork in (A) Foundation and Plinth
3 Brick work using common burnt clay building bricks 54.00 Cmt. 4214.33
having crushing strength not less than 35 kg./Sq.Cm. in
foundation and plinth in Cement Mortar 1:6 (1- Cement :
6 -fine sand)(B) Conventional
4 Providing and laying cement concrete 1:3:6 (1- Cement : 4.00 cmt. 4100.60
3- Coarse sand : 6- crushed stone aggregates 20 mm
nominal size) and curing complete including cost of
formwork in (A) Wall Caps / Coping
5 Filling in plinth with sand under floors including 15.00 Cmt. 481.81
watering ramming, consolidating and dressing complete
6 Brick work using common burnt clay building bricks 21.00 Cmt. 4496.05
having crushing strength not less than 35 kg./Sq.Cm. in
superstructure above plinth level upto floor two level in
C:M 1:6 etc (B) Conventional
7 Half brick masonry in common brunt clay building 147.00 Smt. 684.26
bricks having crushing strength not less than
Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse
sand ) in superstructure above plinth level upto floor
two level. (B) Conventional
8 Providing and laying controlled cement concrete M.200 10.00 Cmt. 12577.33
exposed work with curing etc. complete including the
cost of formwork but excluding the cost of
reinforcement for R.C.C. work in (B) COLUMNS:(ii)
Having cross-sectional area more than 0.08 Sq.M and
upto 0.18 Sq.M
BOQ Page No.427
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
9 Providing and laying ordinary cement concrete 1:2:4 (1- 2.30 Cmt. 10219.40
Cement 2- coarse sand : 4- graded stone aggregates
mm nominal size) for R.C.C lintel including finishing
smooth with,curing etc. complete including the cost of
formwork but excluding the cost of reinforcement.
10 Providing and laying controlled cement concrete M.200 5.40 Cmt. 9485.96
exposed work with curing etc. complete including the
cost of formwork but excluding the cost of
reinforcement for R.C.C. work in (A) BEAMS :(ii) Having
cross-sectional area more than 0.08Sq.M and upto
11 Providing and laying cement concrete 1:2:4 (1- Cement : 2.90 Cmt. 7071.17
2- Coarse sand : 4- graded stone aggregates 20 mm
nominal size) for reinforced concrete Chhajjas not
exceeding 10cm. thickness upto floor two level including
finishing the exposed surfaces with cement mortar 1:3
(1-cement, 3 Fine sand) to give a smooth and even
surface centering and formwork and curing complete
excluding cost of reinforcement.
12 Providing and Laying ordinary cement concrete 1:2:4 (1- 10.00 Cmt. 7313.70
Cement 2- coarse sand : 4- graded stone aggregates
mm nominal size) and finishing smooth with curing etc.
complete including the cost of formwork but excluding
the cost of reinforsement for R.C.C work in (iii) Slabs
having more than 10 cm and upto 13 cm. thickness
13 Providing TMT Bar FE 500D reinforcement for R.C.C. 3735.00 Kg. 77.29
work including bending, binding and placing in position
complete upto floor two level
14 Providing and fixing single shutter flush door 27.00 smt 4481.98
withstandard alluminium colour anodized hollow
section frame approved shade & colours & rectengluar
tube shape main frame of jindal section No. 4656 of the
size101.60 mm x 44.75 mm x 1.63 mm having weight
1.089 kg per metre filled with country wood 35 mm
thick flush door laminated both side with 0.8 mm thick
lamination of the make sunmica / Decolam formica or
equivalent lamination, using U type alluminiuin beading
around door, three nos of stainless steel hinges for
shutter of required size fixtures fastenings & all other
hardware fixtures and fastenings like handles, stopper,
aldrap tadi, shall be of stainless steel of approved quality
& size directed by Engineer in charge etc. complete.
BOQ Page No.428
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
15 Providing and fixing window having extruded aluminum 10.00 smt 1583.96
Colour anodized section frame main outer size 95mm x
24mm x 1.17mm @ wt.of 0.738 Kg/mt , horizontal Three
track member size 92mm x 31.75mm x 1.30mm,@
Wt.1.07 Kg/mt , vertical member of size 92mm x
31.75mm x 1.50mm @ Wt. 1.06 Kg/mt with sliding
shutters of horizontal member size 40 mmx18mm
x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size
40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt/ with
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
16 Providing and fixing M.S. grills of required pattern to 712.00 Kg. 106.24
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.
17 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 64.00 Smt. 1311.19
mm (average) base of cement mortar 1:6 ( 1 cement:
coarse sand) on new surface or fixing on existing
flooring by adhesive material including dismentaling of
existing flooring and jointed with color cement slurry
including finised with flush pointing & cleaning the
surface etc. complete for light shade
18 Providing and laying Vitrified tiles 8 to 10 mm thick , 6.00 Smt. 1195.03
24'' x 24'' in skrting risers of steps and dedo on 10mm
thick cement plaster 1:3 (1-cement : 3-coarse sand) and
jointed with white cement slurry
19 Providing and laying white glazed tiles 6mm thick in 26.00 Smt. 953.75
flooring 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.
20 Providing and laying white glazed tiles 6mm thick in 161.30 smt 985.47
skrting risers of steps and dedo on 10mm thick cement
plaster 1:3 (1-cement : 3-coarse sand) and jointed with
white cement slurry
BOQ Page No.429
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
21 Providing and laying water proofing treatment on 73.00 smt 1093.72
terrace with broken China mosaic tiles flooring over
average 40 mm C.C. 1:2:4 bedding for maintaining slope
for plain and curve surface & 12 mm to 20 mm of broken
piece of ceramic / glazed tiles (one for more colour as
directed) to be laid over cement mortar bedding of C. M.
1:3 (1 cement : 3 sand) contain one KG of water proofing
materials per bag of OPC at plain or / and slops and to be
tempered to bring mortar ceramic up to surface with
using white cement and colour pigment, including
rounding of junctions and extending them up to 15 cm
along the wall and curing with bends any patterns or
design as per drawing and cleaning by using oxalic acid
etc. complete.
22 Providing 15mm thick cement plaster in single coat on 150.00 smt 254.40
Rough (Similar)side of single or half brick walls for
interior plastering upto floor two level and finished even
and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)
finishing with a floating coat of neat cement slurry.
23 Providing 10mm thick cement plaster in single coat on 115.00 Smt. 151.67
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)
24 Providing 20mm thick sand faced cement plaster on 216.00 Smt. 352.44
walls upto 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) etc. complete.
25 Applying two coats of putty & two coats of primer of 98.00 Smt. 40.60
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.
26 Wall painting (two coats) with plastic emulsion paint of 98.00 Smt. 82.85
approved brand and manufacture on undecorated wall
surface to give an even shade including throughly
brushing the surface free from mortar droppings and
other foreign matter and sand papered smooth.
27 Providing and fixing wash down water closet (European 13.00 Nos. 1356.81
type, W.C. Pan) with integral P or S trap including
jointing the trap with soil pipe in Cement Mortar 1:1 (1-
Cement : 1-fine sand) (Seal and cover to be measured
and paid for separately)(A) vitreous China Pattern :(i) in
white colour
BOQ Page No.430
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
28 Providing and fixing Urinal of approved quality 8.00 Each 1618.51
including connection with trap and with integral
longitudinal flush pipe.(A) Squating plate pattern white
earthenware 550mm x 300mm.
29 Providing and fixing PVC SWR Nahni trap IS 14735 for 18.00 Each 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.
30 Providing and fixing S.W. gully trap with C.I. grating 5.00 Each 1292.19
brick 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 washbasin with single hole for 5.00 Each 1949.25
pillar tap with C.I. or M.S. brackets painted white
including sutting holes and making good the same and
including CP Brass Waste and Pillar Tap (i) 15mm dia
(A) Vitreous China (ii) Flat Black washbasin 550 mm*
400mm size (i) in white colour.
32 Providing laying and jointing in true line and level 100.00 Rmt. 72.65
15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water
including fittings as 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 testing of pipe
and joints and fixing the same with adhesive solvent,
including cost of all materials.
33 Providing laying and jointing in true line and level 100.00 Rmt. 91.84
25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water
including fittings as 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 testing of pipe
and joints and fixing the same with adhesive solvent,
including cost of all materials.
34 Providing and fixing Gun metal check or non-return 4.00 Each 420.63
fullway wheel valve.(C) 25mm dia.
35 Providing and fixing screw down bib taps of following 20.00 Each 214.81
size.(A) Brass screw down bib tap polished bright. (ii)
36 Providing and fixing 100mm size P or S trap for water 13.00 Each 330.71
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.
BOQ Page No.431
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
37 Constructing brick masonry chamber for underground 5.00 Each 2932.93
C.I. Inspection chamber and bends with bricks having
crushing strength not less than 35Kg/Cm2 in C.M. 1:5
C.I. cover with frame (Light duty) 455mm x 610mm
intenal dimensions total weight of cover with frame to
be not less than 38Kg. (Wt. of cover 23 Kg.) and Wt. of
frame 15Kg. ) (R.C.C. top slabe with 1:2:4 mix (1-cement
:2- coarse sand :4-graded stone aggregate 20mm size)
foundation concrete 1:5:10 inside 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.
38 Providing and fixing to wall ceiling and floor 10.0 Kg. 90.00 Rmt. 280.23
F/Cm2 working pressure polythene pipes of the
following outside Dia. Low densidy, complete with
special falnge compression type fittings, wall clipsetc.
including making good the wall ceiling and floor.(F)
39 Providing and fixing to wall ceiling and floor 10.0 Kg. 95.00 Rmt. 339.05
F/Cm2 working pressure poluthene pipes of the
following outside Dia. Low densidy, complete with
special falnge compression type fittings, wall clipsetc.
including making good the wall ceiling and floor.(G)110
40 Providing cement vata (10cm. x 10 cm. size) quarter 32.00 Rmt. 24.28
round in cement mortar 1:1 including neat cement
finishing, watering etc. complete.
41 Providing erecting and fixing double coated ISI water 3000.00 Ltr. 3.95
tank of required capacity each with all necessary fittings
and connection etc. complete on terrace
42 Construction underground sock well 1.50 m diameter & 1.00 No 29385.23
3 mt in depth wilh Honey comb Brick masonary having
crushing stg. Not less than 35 Kg/ sqmt in C.M. 1:5,
m thick at bottom 1.50 mt & 0.23 mt thick 1.00 m of
honey comb masonary and 0.23 nJ thick 0.50 m HI at
top level RCC 1:2:4 slab 0.10 m of top including
inspection gap 0.60 m x 0.45 in alid cuver Ready made
F.R.C. cover whole work as per instruction of Engineer
incharge etc. complete
43 Finishing wall with weather proof exterior emulsion 216.00 smt. 120.26
paint on wall surface (two coats) to give an required
shape even shade after thoroughly brushing the surface
to remove all dirt, and remains of loose powdered
materials.etc complete
BOQ Page No.432
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
44 Point wiring for Light / Bell with 2-1.5 sq.mm & earth 30.00 Pt. 449.45
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
directed.CAT-III
45 Point wiring for on board looped PLUG with tissino type 10.00 Pt. 163.62
single pole ISI marked Switch and Socket erected with
necessary connections erected on wooden /Metal/ PVC
Box covered with 3 mm thick PC(Polycarbonate)
/Acrylic sheet for open / concealed wiring for following
size.(b) for 16 Amp.
46 Providing and erecting Pipe type earthing having 150 1.00 No. 368.65
cms.long and 2.5 cms. dia. galvanised iron pipe with
coupling and buch buried in specially prepared earth pit
complete with necessary 8 SWG earth wire.
47 For using salt and charcoal / coke as required for pipe 1.00 No. 171.70
type earthing.
48 Providing and erecting Approved make Ceiling fan with 2.00 No. 1596.81
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]
49 Approved make CFL. Non-Retrofit 9/11 Watt erected if 5.00 No. 56.56
50 Plastic enclosure fitted with DIN rail suitable for 5.00 No. 52.52
incorporating One / Two nos. MCB
51 MGVCL Ltd. Meter connection charges 1.00 No. 5671.15
52 Power connection charges from UGVCL/GEB incl. in all 1.00 No. 5050.00
estimate charges& meter connection given by MGVCL/
53 S.I.T.C. of single phase submersible pump set suitable for 1.00 No. 15595.41
100 mm size or more dia bore well having motor
capacity and discharge as under with necessary panel
box. Lifting and Lowering taken extra.(a) Motor rating
HP (12 stage) pump having capacity of 50 LPM at 43 to
45 mtr head suitable for 32 mm dia. delivery pipe CAT-II
BOQ Page No.433
Section-07
Description of Item
Item Rate in
(with brief specification and reference to Quantity Unit Amount
No Figures
book of specifications)
54 Providing & fixing florocent tube light fuse,chawk,starter 20.00 No. 757.50
of phillips/Bajaj as approved by enginner in charge.
TOTAL =
I / We am / are willing to carry out the work at ________________________________ % above / below
percent (should be written in figure and words) of the estimated mentioned above. Amount of my / our
tender works out as under
Estimated amount put to Estimated amount put to
Tender Rs. __________________ Tender Rs. __________________
Deduct ________ % below Rs. ____________ Add _______ % above Rs.___________
Net Rs. _______________________________ Total Rs. _________________________
In words ______________________________ In words ________________________
(* Please strike out whichever is not applicable)
1. All work shall be carried out as per public works Department Handbook and other specifications of Division or
as directed.
2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be
struck by the contractor under his signature.
3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold
good for work under all conditions, site, moisture, weather etc.
4. To be Continued on additional sheets, if found necessary.
5. The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.
6. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH /
102008 / 61 / C, Dt. 03/05/2008 attached with tender papers.
7. The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain
any contractor representation to reimburse any financial burden due to applicable taxes, i.e. G.S.T. etc.
Signature of Deputy Executive Engineer Executive Engineer
the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division
PETLAD ANAND.
BOQ Page No.434
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