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Tender ID
Tender Value
₹9.5 L
EMD Value
₹10,000
Closing Date
24 Feb 2026, 7:00 pmClosed
Executive Engineer, Panchayat (R&B) Division, Tapi
New Gujarat Pattern 2025-26 Construction of Aaganwadi Building Center-7 At Village Nizar Ta, Nizar Dist.Tapi.
277733
29 OF 2025-26
Open
Civil Works - Buildings
Works
Tapi
6 documents required · 6 mandatory
₹900
Yes
Executive Engineer, Panchayat (R&B) Division, Tapi-Vyara
₹10,000
Yes
17 Feb 2026
17 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
NAME OF WORK :- Construction of Aaganwadi Building Center-7 At Village Nizar Ta, Nizar Dist.Tapi.
BILL OF QUANTITY.
Percentage Rate Tender
It. Description of Item (with brief Specification and reference to book Quantity Unit Rate In Amount
No. of specifications) Figures
1 Excavation for foundation upto 1.5 M depth including sorting out and 40.50 Cum. 153.41
stacking of useful materials and disposing of the excavated stuff upto
2 Filling available excavated earth (excluding rock in trenches plinth, 28.35 Cum. 133.65
slides of foundations etc. in layers not exceeding 20 cm in depth
consolidating each deposited layer by ramming and watering)
3 Filling in foundation and plinth with murrum or selected soil in layers 34.22 Cum. 296.29
of 20cm thickness including watering ramming and consolidating etc.
4 Providing and laying cement concrete 1:4:8 ( 1 Cement : 4 coarse sand : 2.70 Cum. 2747.21
8- hand broken stone aggregates 40mm nominal size) and curring
complete excluding cost of form work in. ( A ) Foudation and plinth
5 Providing and laying cement concrete work M-200 (1- Cement : 1.5- 8.13 Cum. 4156.51
Coarse sand : 3- graded stone aggregates 20 mm nominal size) and
curing complete excluding cost of formwork and reinforcement for
reinforced concrete work in ( A ) Foundations footing base of columns
and mass concrete
6 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 1.37 Cum. 11028.20
coarse sand : 3- graded stone aggregates 20 mm nominal size) and
finishing smooth with curing etc. complete including the cost of
formwork but excluding the cost of reinforcement for R.C.C work in
Column upto plinth level.
7 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 2.66 Cum. 8963.84
coarse sand : 3- graded stone aggregates 20 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
(A) BEAMS :(i) Having cross-sectional area 0.05 to 0.08 Sq.M.
8 Brick work using common burnt clay building brick having crushing 4.57 Cum. 4121.55
strength not less than 35 kg/sq. cm. in foundation and plinth in cement
mortar 1:6 ( 1 Cement: 6 fine sand) (B) Conventional
9 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse 5.50 Cum. 3786.47
sand : 4- graded stone aggregates 20 mm nominal size) and curing
complete excluding cost of formwork in (A) Foundation and Plinth
10 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 3283.63 kg 77.29
bending, binding and placing in position complete upto floor two level.
11 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 2.38 Cum. 9469.43
coarse sand : 3- graded stone aggregates 20 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
12 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 2.87 Cum. 8035.64
coarse sand : 3- graded stone aggregates 20 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
13 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- 0.68 Cum. 9099.38
coarse sand : 4- graded stone aggregates 20 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.
It. Description of Item (with brief Specification and reference to book Quantity Unit Rate In Amount
No. of specifications) Figures
14 Providing laying controlled cement concrete 1:2:4 ( 1 Cement : 2 0.21 Cum. 6674.48
coarse sand : 4 graded stone aggregates 20mm nominal size) for
reinforcement concrete chajjas not exceeding 10cm. Thickness up to
floor two level including finishing the expose surface with cement
mortar1:3 ( 1 Cement : 3 fine sand to give a smooth and curing
complate exluding cost of reinforcement.
15 Providing and Laying ordinary cement concrete M-200 (1- Cement 1.5- 5.79 Cum. 8795.25
coarse sand : 3- graded stone aggregates 20 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
16 Brick work using hydraulically pressed common burnt clay building 17.85 Cum. 4403.40
brick having crushing strength not less than 35 kg/sq. cm. in super
structure above plinth level up to floor two level in cement mortar 1:6 (
1 Cement: 6 fine sand) (B) Convention for G.F
17 Provoding and fixing flush door shutters, solid core construction with 5.88 Sqmtr 1829.74
frame of first class hardwood with cross board and face veneer or
plywood face panels, including anodised alluminium butt hinges with
necessary screws. (B) Non-decorative type and block board core
anodised alluminium butt hinges in flush door shutters (2) 35 mm thick.
18 Providing and fixing 30mm thick FACTORY MADE SOLID PANEL 3.19 Sqmtr 1146.37
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
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.
19 Providing and fixing in position standerd extruded Aluminium section 7.02 Sqmtr 1713.70
of size 63.50x38.10x1.95mm @ wt. 1.094 kg/Rmt. With color
anodized aliminium frame with 5mm thk. Transperent bronze color
tented flot glass with color anodized aliminium frame for vanitilation
with 5 mm thk. frosted glass as detail etc... complete for window.
20 Providing and fixing in position standerd extruded Aluminium section 0.36 Sqmtr 1301.83
of size 63.50x38.10x1.95mm @ wt. 1.094 kg/Rmt. With color
anodized aliminium frame with 5mm thk. Transperent bronze color
tented flot glass with color anodized aliminium frame for vanitilation
with 5 mm thk. frosted glass as detail etc... complete for window.
21 Providing and fixing M.S. grills of required pattern to wooden frames 136.00 kg 106.48
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. ( A ) Plain grill
22 Providing 15mm thick cement plaster in Single coat on brick/conceret 139.58 Sqmtr 222.24
wall for interior plastering finished even and smooth (ii) cement mortar
1:4(1 cement:4 sand) and mala provel finished etc. competle for GF
It. Description of Item (with brief Specification and reference to book Quantity Unit Rate In Amount
No. of specifications) Figures
23 Providing 10mm thick cement plaster in single coat on brick/conceret 56.67 Sqmtr 194.20
wall for interior plasteringupto floor two level and finished even and
smooth in (i) cement mortar 1:3(1 cement:3 sand)
24 20 mm thick sand faced cement plaster with on wall upto all height 123.73 Sqmtr 337.52
above ground level consisting 12 mm thick backing coat of c.m. 1:3 (1
cement : 3 sand ) and 8 mm thick finishing coat of cm 1:1 (1 cement :
sand) etc. complete.all height etc. complete
25 Providing and laying coloured glazed tiles of the size 300 mm x 200 12.09 Sqmtr 1477.25
mm x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps and
dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse sand) &
jointed with white cement slurry.
26 Providing and laying Ceramic tiles 6mm thick in flooring treads of 2.83 Sqmtr 929.39
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.
27 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm 48.15 Sqmtr 1059.83
(average) base of cement mortar 1:6 (1 cement: 6 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
28 Providing laying and jointing in true line and level 40 mm dia. 10.00 Rmtr 148.12
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 center to center or shall be concealed as
directed including necessesary fittings etc including testing of pipe and
joints and fixing the same with adhesive solvent including cost of all
29 Providing & laying and jointing in true line and level 25 mm dia UPVC 10.00 Rmtr 91.84
pipe (SCH-40) for cold water including fitting as approved by engineer
in charge. pipe shall be fixed on wall with the help of clamp at every
two metre center to center or shall be conseled as direct including
necessesary fitting etc including testing of pipe and jointes and fixing
the same with adhesive solvent including cost of all matarials .
30 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. 15.00 Rmtr 72.65
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 concelled as directed
including necessary fittings etc. including testing of pipe and joints and
fixing the same with adhesive solvent, including cost of all materials.
31 Providing and fixing water closet squatting Pan (Indian type W.C. Pan) 1.00 Nos 971.79
size 580mm (Earthwork, bed concrete, foot reste and trap to be
measured and paid for separately) (A) Vitreous China.(I) Long pattern
32 Providing and fixing washbasin with single hole for pillar tap with C.I. 1.00 Nos 1485.41
or M.S. brackets painted white including sutting holes and making good
the same but excluding fittings.(A) Vitreous China:(ii) Flat Back
washbasin 550 mm x v 400mm size. (i) In white colour.
33 Providing and fixing screw down bib taps of following size.(B) Brass 4.00 Nos 186.83
chromium plated screws down Bib Tap. (i) 15mm dia.
34 Providing and fixing cast iron (Spun) Nahni trap of the following 4.00 Nos 635.91
nominal diameter of self cleaning design with C.I. screaed down or
higned grating including cost of cutting and making good the walls and
floor 100mm inlet and 50mm outlet.(C) 100mm dia.
35 Providing and fixing S.W. gully trap with C.I. grating brick masonry 2.00 Nos 1292.19
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. (upto 10 ton)
It. Description of Item (with brief Specification and reference to book Quantity Unit Rate In Amount
No. of specifications) Figures
36 Providing and fixing cast iron spigot and socket soil, waste and 4.00 Rmtr 741.01
ventilating pipes of the following nominal size.(B) 75mm dia.
37 Providing and fixing cast iron spigot and socket soil, waste and 4.00 Rmtr 892.39
ventilating pipes of the following nominal size.(C) 100mm dia.
38 providing and fixing in position cowl vent to pipe (II) 100mm 2.00 Nos 505.17
39 providing and fixing the PVC pipe rain water out let pipe of I.S.I mark 6.00 Rmtr 265.34
approved quility make equivalent to finolex with necessesary bend
plug, jali ,clamps, etc. (P.V.C. Pipes 10 kgf / Sq.cm. 110 mm dia.)
40 Distempering with dry distemper with two coat acrylic lapy- putty of 139.58 Sqmtr 93.26
approved brand and manufacture ( Two coats ) and of required shade
on wall surface to give and even shade, over and includung a priming
coat of whiting after toroughly brooming and other foreign matter
41 Distempering with dry distemper of approved brand and manufacture ( 56.67 Sqmtr 59.37
Two coats ) and of required shade on wall surface to give and even
shade, over and includung a priming coat of whiting after toroughly
brooming and other foreign matter on cellings and slopping roofs.
42 Finishing wall with weather proof exterior emulsion paint on wall 123.73 Sqmtr 117.40
surface (two coats) to give an required shape even shade after throughly
brushing surface to remove all dirt and remains of loose powdered
materials etc. complete
43 painting two cosat (including priming coats) on new steel and other 11.84 Sqmtr 128.99
metal surface with enamel paint,brushing interior to give an even shade
including cleaning the surfece of all dirt,dust and other foreign matter.
44 Constructing brick masonary for underground C.I. inspection chamber 1.00 Nos 3660.76
and bends with bricks having crushing strength no less then 35kg/cm2
in c:m 1:5: C.I. cover with frame ( light duty ) 445mm x 610 mm
internal dimensions total weight of cover with frame to be not less than
38 kg ( wt. or cover 23 kg and wt. of frame 15 kg) R.C.C. top slabe
with 1: 2 : 4 mix ( 1 cement : 2 coarse sand : 4 grade stone aggregate
20mm size ) foundation concrete 1 : 5 : 10 inside plaster 15 mm thick
with cement mortar 1 : 3 finished smooth with a floating conat of neat
cement on wall and bed conceret etc. complete.
( ii ) inside dimensions 500 mm x 700 mm x 450 mm deep for pipeline
with one or two inlets
45 Providing and laying broken chine mosaic flooring for terrace 57.95 Sqmtr 765.97
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.
46 Constructing a cooking platform 60 cm. width and 70 cm high resting 3.00 Rmtr 2656.06
on B.B.Masonry walls 23 cm.thick in C.M.(1:6) with (ii) Fixing black
kadappa stone 30mm thick laid on precast R.C.C. (1:2:4) slab with
plastering on exposed faces of wall in C.M. (1:4) etc complete.
47 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted 1.00 Nos 2326.66
white including cutting holes in walls and making good the same but
excluding fittings. (C) Vitreous China Sink.(i) 600mm x 450mm x
48 Providing and laying polished Kota stone slab flooring over 20mm 4.95 Sqmtr 1015.82
(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand)
or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed
with grey cement slurry mixed with pigment to match the shade of slab
including rubbing and polishing etc. complete. (A) 25mm thick
It. Description of Item (with brief Specification and reference to book Quantity Unit Rate In Amount
No. of specifications) Figures
49 Providing and laying chequered precast cement concrete tiles 22mm 13.81 Cum. 541.21
thick with aggegate of sizes upto 6mm in floors, treads of steps and
landings on 20mm thick bed of C.M. 1:6 (1-cement : 6-sand) or L.M.
1:1.5 (1-Lime putty : 1.5 coarse sand) joint with neat cement slurry with
pigments to match the shade of the tiles.
50 Providing erecting and fixing double coated Syntex PVC. (ISI) water 1000.00 liter 3.95
tank of required capacity each with all necessary fittings and connection
etc. complete on terrace.
51 Constg. Khar kuwa 1.5 m. dia x 3.00m. depth with R.C.C. top slab 1.00 Nos 10516.12
1:2:4 mox 1 Cement, 2 cours Sanc, 4 stone agg. 20mm nominal size
foundation concrete 1:4:8 mix 1, cement, 4 Cours sand 8, ston aggrate
with Hollow Brick masonary for arround wall etc. comp.
52 Providing and fixing Machine cut, free edges, Machine polished Marble 16.26 Sqmtr 703.03
slab 18mm to 20mm thick (Single place not more than 150 cm) for
Door/ window cill and Jambs cladding as per design including full
moulded round front edge both side and 1cm nosing and laid on 20 mm
thick cement mortar 1;6 (1 cement, 6 coarse sand) jointed with grey
cement slurry including rubbing and polishing finishing etc complete.
53 Wall painting of diffrent type of Picture, Alfabet chart, Number chart, 1.00 job 15150.00
Bird and Animal picture, Pyramid and Nandghar logo, Map of Taluka-
Dist., Vehicle, Scale etc. with oil paint as per instruction by Engineer-In-
Charge and ICDS norms.
54 Providing and Fixing PIN UP BOARD with necessary base fitting as 0.75 Sqmtr 1010.00
per given drawing etc complete.
55 Dimolation for old Struture including stacking of serviceable materilas 1.00 job 15150.00
and disposal of unserviceable materials with all lead and lift as per
direction by Engineer incharge
Rs.Nine Lack Fifty Four Thousand Three Hundred Sixty Seven and Paise Sixty Only.
I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in figures and words) of
the estimated rate mentioned above Amount of my / our tender works out as under.
*Estimated amount put to tender *Estimated amount put to tender
Deduct ……. % below Rs…………………… Add ……. % Above
In words ………………….……………………………. In words ……………
*( please strike out whichever is not applicable)
1 The Contractor shall exhibition board with detailed specification and details of works directed by the Engineer – In – Charge for
2 The labourcess 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 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
Signature of the contractor Executive Engineer,
Panchayat ( R & B ) Division,
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