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Tender Value
₹36.1 L
EMD Value
₹37,000
Closing Date
15 Apr 2026, 6:00 pmClosed
Executive Engineer, Panchayat R&B Division, Navsari
Construction of Ayurvedic Dispensary at Dharagiri. Tal. Navsari, Dist.- Navsari (1st Re-invite)
295305
23 of 2025-26 (Re-invite)
Open
Civil Works - Buildings
Works
Navsari
6 documents required · 6 mandatory
₹1,500
Executive Engineer, Panchayat (R&B) Division, Navsari
₹37,000
7 Apr 2026
7 Apr 2026
7 Apr 2026
15 Apr 2026
7 Apr 2026
Name of work :- Construction of Ayurvedic Dispensary at Dharagiri. Tal. Navsari, Dist.- Navsari
Memorandum showing items of works to be carried out
It. Quantities Item of work Estimated Unit Total
No. estimated but In figures Amount
may be more or Rs. Ps. according to
1 83.00 Cmt Excavation for foundation up to 1.8 mt. Depth 120.01 Cmt
including sorting out and stacking of useful
materials and disposing of the excavated stuff up
to 50 meter lead(A) Loose or soft soil
2 85.10 Cmt Excavation for foundation for depth from 1.5 m 75.25 Cmt
to 3.0 m including sorting out and stacking of
useful materials and disposing off the excavated
stuff upto 50 Meter lead. (A) Loose or soft soil
3 138.90 Cmt Filling available excavated earth (excluding rock 133.65 Cmt
in trenches plinth, slides of foundations etc. in
layers not exceeding 20 cm in depth
consolidating each deposited layer by ramming
4 52.90 Cmt and watering)
Filling in foundation and plinth with murrum or 296.29 Cmt
selected soil in layers of 20cm thickness
including watering ramming and consolidating
5 15.80 Cmt etc. complete
Providing and laying cement concrete work 3989.04 Cmt
1:2:4 (M-150) (1- Cement : 2- Coarse sand : 4-
graded stone aggregates 20 mm nominal size)
and curing complete excluding cost of formwork
and reinforcement for reinforced concrete work
in (A) Foundations, footings, Base or columns
and Mass concrete.
6 19.50 Cmt Providing and laying cement concrete 1:1:2 (M- 4517.73 Cmt
250) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work in Foundations,
footings bases of columns and the like and Mass
concrete for Footing
7 3.90 Cmt Providing and laying cement concrete 1:1:2 (M- 8415.32 Cmt
250) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work in Foundations,
footings bases of columns and the like and Mass
concrete for below plinth columns.
8 8.40 Cmt Providing and laying cement concrete 1:2:4 (M- 6145.85 Cmt
250) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work for Ground Beam.
9 4.60 Cmt Brick work using common burnt clay building 4121.55 Cmt
brick having crushing strength not less than
kg/sq. cm. in foundation and plinth in cement
mortar 1:6 ( 1 Cement: 6 fine sand) (B)
10 26.90 Cmt Providing and laying Cement Concrete 1:1.5:3 4426.83 Cmt
(M-200) and curing complete Including the cost
of formwork But Excluding the cost of
reinforcement for reinforced concrete work in
R.C.C. Plinth Slab.
11 4.50 Cmt Providing and laying cement concrete 1:1.5:3 (M- 8362.80 Cmt
200) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work for Column in
12 3.70 Cmt Providing and laying cement concrete 1:1.5:3 (M- 8403.20 Cmt
200) and curing complete including the cost of
form work but including cost of reinforcement
for reinforced concrete work for Column in Frist
13 2.50 Cmt Providing and laying cement concrete 1:1.5:3 (M 8443.60 Cmt
200) and curing complete including the cost of
form work but including cost of reinforcement
for reinforced concrete work for Column in
14 4.70 Cmt Providing laying cement concrete 1:1.5:3 (M- 6485.21 Cmt
200) and curing complete including the cost of
formwork but cost of form work but excluding
the cost of reinforcement of reinforced concrete
work in (C) Beams, Girders and Cantileve for
15 3.40 Cmt Providing laying controlled cement concrete M 6525.61 Cmt
200 and curing complete including the cost of
formwork but cost of form work but including
the cost of reinforcement of reinforced concrete
work in (C) Beams, Girders and Cantileve for
16 0.70 Cmt Providing laying controlled cement concrete M 6566.01 Cmt
200 and curing complete including the cost of
formwork but cost of form work but including
the cost of reinforcement of reinforced concrete
work in (C) Beams, Girders and Cantileve for
17 1.10 Cmt Providing and laying cement concrete 1:1.5:3 11512.99 Cmt
and curing complete including the cost of form
work and excluding the cost of reinforcement for
reinforced concrete work in (c) Lintel in Ground
18 0.60 Cmt Providing and laying cement concrete 1:1.5:3 (M 11553.39 Cmt
200) and curing complete including the cost of
form work and excluding the cost of
reinforcement for reinforced concrete work in (c)
Lintel in First Floor
19 0.10 Cmt Providing and laying cement concrete 1:1.5:3 (M 11593.79 Cmt
200) and curing complete including the cost of
form work and excluding the cost of
reinforcement for reinforced concrete work in (c)
Lintel in Second Floor
20 0.80 Cmt Providing and laying cement concrete 1:1.5:3 7050.81 Cmt
and curing complete including the cost of form
work and excluding the cost of reinforcement for
reinforced concrete work in (c) Chajja in Ground
21 0.60 Cmt Providing and laying cement concrete 1:1.5:3 (M 7091.21 Cmt
200) and curing complete including the cost of
form work and excluding the cost of
reinforcement for reinforced concrete work in (c)
Chajja in First Floor
22 10.60 Cmt Providing and laying cement concrete 1:1.5:3 (M- 8723.37 Cmt
200) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work for Slab in Ground
23 6.60 Cmt Providing and laying cement concrete 1:1.5:3 (M 8763.77 Cmt
200) and curing complete including the cost of
form work but excluding cost of reinforcement
for reinforced concrete work for Slab in First
24 1.20 Cmt Providing and laying controlled cement concrete 8804.17 Cmt
M-200 and curing complete including the cost of
form work but including cost of reinforcement
for reinforced concrete work for Slab in Second
25 2.60 Cmt Providing and laying cement concrete 1:1.5:3 (M 6837.70 Cmt
200) and curing complete including the cost of
formwork but excluding the cost of
reinforcement for reinforced concrete work in
R.C.C. Stair Cases for Ground Floor
26 2.60 Cmt Providing and laying cement concrete 1:1.5:3 (M 6878.10 Cmt
200) and curing complete including the cost of
formwork but excluding the cost of
reinforcement for reinforced concrete work in
R.C.C. Stair Cases for First Floor
27 10820.00 Kg Providing I.S.mark TMT FE-500 / 500D bar 77.29 Kg
reinforcement for RCC work including bending
& placing in position complete For all floor
28 60.70 Cmt Brick work using hydraulically pressed common 4403.40 Cmt
burnt clay building 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
29 59.60 Smt. Half brick masonary in hydraulically pressed 734.29 Smt.
common burnt clay building bricks having
crushing strenght not less than less than
kg/sq. cm. in cement Mortar 1:3 ( 1 Cement :
coarse sand) in superstructure above plinth level
up to floor two level Conventional (GF)
30 72.10 Smt. Providing and laying Machine cut, Free edges, 2105.85 Smt.
Machine polished Granite stone slab 18 mm
thick Single Piece For doors and Windows Cill
and Jambs Cladding as per design including Full
moulded Round front edge and 1 cm nosing and
laid on 20 mm thick cement mortar 1:6 (1
cement : 6 coarse sand) and jointed with gray
cement slurry including rubbing and polishing
etc. complete (As per R.A.)
31 8.20 Smt. Providing and fixing FRP frame size 125x65 mm 2152.31 Smt.
and 35mm thick FRP shutter with wood grain
raised panneled design finish shutter having
extra reinforcement on sides & edges in Gel coat
finish. The core of the shutter & frame is to be
filed up with injected polyurethene foam done in
situ alongwith embedded wooden pieces for
stiffening & also taking hinges & fintures. The
whole FRP frame & shutter is to be water proof
weather proof, termite proof & resistance to mild
acid/alkali. Rates are to be inclusive of S.S
hinges with fastener sleeve & alluminium
fixtures & fastenings.
32 6.30 Smt. Providing and fixing 35 mm thick shutters for 5533.68 Smt.
Doors, windows and clerestory windows
including Indian teak wood frames 12 cm x
cm. size including black enamelled iron
oxidixed fixtures and fastenings including
primer coat of approved quality and two coats of
oil painting etc, complete. (ii) Fully Panelled.
33 7.90 Smt. Providing and fixing 35mm thick factory made 2019.98 Smt.
moulded door shuter consisting of solid core
single leaf flush door of 30mm thickness, lipped
with 15mm (5mm x 3) thick x 30mm width on
one stiles and top 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
34 16.20 Smt. Providing and fixing window having extruded 1583.95 Smt.
aluminum Colour anodized section frame main
outer size 95mm x 24mm x 1.17mm (of Jindal
Section no:2459 @ wt.of 0.738 Kg/mt),
horizontal Three track member size 92mm x
31.75mm x 1.30mm (of Jindal Section
no:8688,@ Wt.1.07 Kg/mt), vertical member of
size 92mm x 31.75mm x 1.50mm (of Jindal
Section no:8933,@ Wt. 1.06 Kg/mt) with sliding
shutters of horizontal member size
mmx18mm x1.29mm (of Jindal Section
no:8947@ wt.of 0.456 Kg/mt), vertical member
of size 40mm x 18mm x 1.29 mm (of Jindal
Section no:8949 @ wt.of 0.456Kg/mt/ with
mm thick transparent bronze colour tinted float
35 3.40 Smt. glass with powder
Providing coatedstandared
and fixing aluminum extruded
fittings andof 1175.56 Smt.
alluminium section of size 63mm x 38.10mm x
1.2mm (Jindal Section :2434, @ Wt.
Kg/mt) with colour Powder Coated alluminium
frame for ventilation with 5 mm thick etc
complete for Ventilation- 3mm Thick bagaji
figured glass fix in louvers of size (9.50 mm x
9.50 mm x 1.60 mm) at 0.15 kg/Rmt.
36 260.60 Kgs. Providing and fixing M.S. Grills/Doors to 68.68 Kgs.
Granite frames of windows of required pattern
M.S. Box frame with 16mm dia polished bars
M.S. bars inserted & welded in it @ 12 Cm C/C
and M.S. Flats size 40 x 6 mm at for frame and
intermediate supports at required spacing as per
design or fixed in wooden frame of window /
brick masonary with neccesory M.S. angle, Flat,
& other structural steel at required spacing &
frame alround square or round bars with round
hended bolt & nuts or by screws included cutting
welding & febrication etc. comp. including one
coat of primer and two coats of matt finished oil
painting etc complete {Fixing Outside}. as per
Architect' Direction. ( A ) Plain grill
37 604.50 Smt. Providing and applying 15 mm thick cement 156.55 Smt.
plaster double coat of mala cement plaster for
interior plastering having 12 mm th. base coat in
C.M. 1:4 ( 1 cement 4 coarse sand) and 3 mm th.
finishing coat in C.M. 1:2 [ 1 Cement : 2 Coarse
Sand] with trovel finish including Scafolding
Curing etc. Complete. Including Applying two
coats of Birla or Asian Acralic Lappy [Putty] and
38 382.20 Smt. Providing 20 mm thick sand faced cement 259.87 Smt.
plaster with Gutkha Finish on wall upto all Full
hight above ground level consisting of 12mm
thick backing coat of c.m. 1:3 (1 cement :
sand) and 8 mm thick finishing coat of c.m. 1:1
(1 cement : 1 sand) etc. complete For All Full
39 79.00 Rmt Height.
Providing cement vata (10cm. x 10 cm. size) 24.28 Rmt
quarter round in cement mortar 1:1 including
neat cement finishing, watering etc. complete.
40 2.40 Smt. Constructing Sandwitch Platform of 18 mm 4372.29 Smt.
thick Polished Black Granite at top and 25 mm
thick Kota stone slab using cement mortar 1:3
for sandwitch and fitting at Bottom and
edgeswith water proof regid adhesives including
making necessary grooves in wall with Vertical
Kota stone 30 mm x 2 No. sandwitch thick
every 60 cm center to center including all labour
material of approved quality including full
moulded round front edge fixed in wall for
partition and jointed with grey cement slurry
including rubbing and polishing etc. complate.
41 139.20 Smt. P & L 24" x 24" vitrified 8 mm thick tile 1053.32 Smt.
flooring over 20 mm (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 DARK
42 7.50 Smt. shade.
P & L 24" x 24" vitrified 8 mm thick tile 1432.78 Smt.
flooring over 20 mm (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 antiskit.
43 52.37 Smt. Providing and laying Ceramic tiles 6mm thick 997.88 Smt.
(vitrified 8 mm thick tile) 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
44 81.20 Smt. Providing and laying water proofing treatment 776.59 Smt.
with broken china mosaic flooring by
conventional method including cleaning the slab
surface by wire brush as directed including
provding first layer of C.M. 1 :4 of 40 mm
thickness mixed with water proofing compound
at rate prescribed by manufacturer, including
putting of brick bats of average thickness 40 mm
Well immerssed in water laid uniformly on first
layer of mortar including applying cement slurry
@ rate of 0.08 bag/sqm. on fixed layer of brick
bats including maintaining necessary slope, in
second layer 40 mm thick C.M 1 :4 mixed with
water proofmg compound as directed, including
fmishing smooth with cement slurry as directed
complete.and using 12 mm to 20 mm broken
pieces of Glazed tiles to be paid over cement
mortar 1:3 to plain or slope and to be tempered
to bring mortar creme out up to surface using
white cement including rounding offjunctions
and extending them up to 15 cm along the wall,
clearing with water and oxalic acid etc. as
45 40.00 Rmt directed.
Providing laying and jointing in true line and 148.12 Rmt
level 40mm dia.U.P.V.C. Pipe ( SCH- 40) for
cold water including fittings asapproved 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. includingtesting of pipe and joints
and fixing the same with adhesive solvent,
46 including cost
30.00 Rmt Providing of all
laying andmaterials.(A)
jointing in 40mm OD and
true line 91.84 Rmt
level 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,
47 20.00 Rmt including
Providing cost of all
laying andmaterials.(A)
jointing in 25mm OD and
true line 72.65 Rmt
level 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.(A)
48 5.00 Nos. Providing and fixing Wash down Water closet 4642.16 Nos.
European 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 find sand)
(A)Viterous china pattern - I (i)in white colour
With Providing and fixing 12.5 litres low level
flushing cistern with a pair of C.I. or mild
brackets complete with fittings such as lead
value less syphon 15 mm nominal size brass ball
valve with polythene float C.P. brass handle
unions and couplings for connection with inlet,
outlet and overflow pipes. 40 mm dia porcelain
enamelled flush bend including cutting holes in
walls and making good the same conecting the
flush bend with cistren and closed Providing and
fixing plastic seat and cover for wash down
water closet with C.P. brass hinges and rubber
buffersProviding and fixing toilet paper
holder(A) C.P. brass.Providing and fixing screw
down bib taps of follwing size(B) Brass
chromium plated screw down bib tap(i) 15 mm
5.00 Nos. Providing and fixing wash basin with single hole 1456.06 Nos.
for piller tap with C.L. or M.S. brackets painted
white including cutting holes and making good
the same including piller tap brass waste,
stopckok and MI fisher union fitting waste
pipe:(ii) flat back wash basin 500mm x 400mm
size including all nesessary fitiings
50 10.00 Nos. Providing and fixing screw down bib taps of 186.83 Nos.
following size of jaquar brand product as
approved by engineer in charge (I) 15 mm dia.
51 5.00 Nos. providing and fixing SWR nanhi trap of the 629.38 Nos.
following nominal dia of self cleaning design
with C L screwed down of hinged grating
including cost of cutting and making good the
walls floos 100 mm inlet and 50 mm out let etc
52 5.00 Nos. complete
Providing and fixing S.W. gully trap with C.I. 393.04 Nos.
grating brick masonry chamber and water tight
C.I. cover with frame of 300mm x 300mm size
(inside) with standard weight.(i) Square mouth
traps.(B) 150mm x 100mm size P or R type
53 2.00 Nos. Providing and fixing 600mm x 450mm bevelled 851.13 Nos.
edge mirrror of superior glass mounted on 6mm
thick A.C. sheet or plywood sheet and fixing to
wooden pluge with C.P. brass screws and
54 1.00 Nos. Providing and fixing ball cock of approved. 102.91 Nos.
quality as directed.(B) Abonite (ii) 25mm dia.
55 9.00 Nos. Providing and fixing brass screw down stop 220.82 Nos.
tap.(A) 25mm dia.
56 4.00 Nos. Providing and fixing UPVC spigot and socket 741.01 Nos.
soil, waste and ventilating pipes of the following
nominal size. (B) 75mm dia.
57 5.00 Nos. Providing and fixing UPVC spigot and socket 892.39 Nos.
soil, waste and ventilating pipes of the following
nominal size. (B) 100mm dia.
58 30.00 Rmt Providing and fixing to wall ceiling and floor 339.05 Rmt
10.0 Kg. 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 mm
59 40.00 Rmt Providing and fixing to wall ceiling and floor 280.23 Rmt
10.0 Kg. 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) 75mm
60 1.00 Nos. Constructing brick masonry chamber for 3660.76 Nos.
underground C.I. Inspection chamber and bends
with briocks having croshing 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.(ii) Inside dimensions 500mm x
mm and 450mm deep for pipe line with one or
61 4.00 No. providing and fixing in position cowl vent to 505.17 No.
pipe (II) 100mm
62 34.50 Rmt. Providing and fixing G.I. Rain water spout of 101.91 Rmt.
50mm dia. and 30cm. length.
63 126.90 Rmt. Applying general insecticide pest control 51.52 Rmt.
treatment to floors, cupboards etc including
labour material etc. complete. Using
Heptachloride 20 EC. As Per 6113_pests
Consentration Weight 0.50 percent is
recommended one litre chemical emulsion
dillute with 39 liter of water will give. Total
dillute concrentration will be 40 litre inclusive
64 604.50 Smt Applying two coats of Birla (white cement 40.59 Smt
based) or Asian (acrylic lapy- putty) or
equivalent & 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
604.50 Smt Wall painting (two coats) with plastic emulsion 81.05 Smt
paint of 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.
66 382.20 Smt Finishing wall with weather proof exterior 117.40 Smt
emulsion 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
67 3.00 No. Constructing Brick masonry road gully chamber 3427.65 No.
500mm x 450mm x 600mm including 500mm x
450mm C.I. horizontal grating wih frame
68 1.00 No. Constructing brick masonry chamber for 52223.06 No.
underground chamber (Kharkuva) with bricks
having croshing strength not less than 35Kg.
Cm2 in C.M. 1:5 with (R.C.C. top slab with
1:2:4 mix including Beams (1-cement : 2- coarse
sand : 4-graded stone aggregate 20mm size)
foundation concrete 1 : 4 : 8 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.(ii) Inside dimensions
2.00 mt. dia x 1.25 mt deep = 5.00 Cu.mt. for
pipe line with one or two inlets.
69 10.00 Rmt Providing & Laying (two level orslopes) and 1043.64 Rmt
jointing reinforced concrete light duty
nonpressure pipe I.S class NP2 of The following
internal diameter with collares and bunt ends
prepared for callar jointeds including testing of
complete (A)450mm
70 1000.00 Lit. Providing erecting and fixing double coated 3.95 Lit.
Syntex PVC. (ISI) water tank of required
capacity each with all necessary fittings and
connection etc. complete on terrace.
71 21.00 Smt. Providing and fixing in position 150 mm high, 404.00 Smt.
English/ Gujarati letters made from 1.0 mm thick
stainless steel sheet as directed by Engineer in
charge with all necessary tools & plants etc.
72 21.00 Cmt. Providing and fixing in position 300 mm high, 707.00 Cmt.
150 mm wide English/ Gujarati letters made
from Engineer in charge with all necessary tools
& plants etc. complete.
73 6.31 Qt Steel work, riveted in built up sections framed 5889.50 Qt
work including cutting, hoisting, fixing in
position and applying a priming coat of read lead
paint. (A) In beams and joists, channels angles
Tees, flats, with connecting plates or angle cleats
as in main and cross beams. Hip and jack rafters,
purlins conneted to common rafters and the like.
74 44.00 Sq.mt Providing corrugated G.I. sheet of class-3 734.19 Sq.mt
roofing fixed with glavanished iron J or L
Hooks, Bolts and nuts 8mm diameter with
bitumen and G.I. limpet washer or G.I. limpet
washer. filled with white lead complete
excluding the cost of purlins, Rafters and
Trusses.(1) 0.80 mm thick sheet.
75 2.00 Nos. Supplying and installing of Co2 type fire 5575.20 Nos.
extinguished of 4.50 kg ISI brand as approved by
engineer in charge etc complete.
76 3.00 Nos. Supplying and installing of Dry chemical 2613.88 Nos.
powder (DCP) type 9.0 Kg. cylinder of ISI brand
as approved by engineer in charge etc complete.
77 2.00 Nos. Providing ABC dry powder type fire 2272.50 Nos.
extinguishers of 4kg/Capacity with lSI mark etc
78 2.00 Nos. Providing carbon dioxide type fire ext 2Kg 5050.00 Nos.
capacity with lSI mark etc as directed.
79 50.00 Rmt Drilling of horizontal bore inwell in hard strata 622.00 Rmt
of required size and length (without air
compressor test & dewatering) (8.1) - 115 mm
50.00 Rmt Providing and supplying in standard length ISI 439.00 Rmt
mark rigid unplasticised PVC pipes suitable for
potable water with ringfit joint including cost of
rings as per IS specification no. 4985/1958
including all local and central taxes,
transportation, freight charges, control,
inspection charges, loading, unloading,
conveyance to the departmental stores and
including cost of jointing material etc. complete.
(D) Test pressure 10 kg/cm2 (I) with Excise
81 50.00 Smt. Lowering, laying and jointing PVC pipes and 19.00 Smt.
specials of following class and diameter
including cost of conveyance from stores to site
of works including cost of labour, material,
except cement solvent, giving satisfactory
hydraulic testing as per ISI code. (4)
82 0.36 Cmt Providing and filling Gravel Between Pipe and 333.30 Cmt
Bore holes as per directed.
83 1.00 Cum Supplying of single phase submersible pump set 16432.70 Cum
suitable for 100 mm size or more dia bore well
having motor capacity and discharge as under
with necessary panel box (c) Motor rating 2 HP
(17 stage) pump having capacity of 106 LPM at
40 mtr head suitable for 32 mm dia. delivery
pipe (Cat - II)
84 2.00 Nos. Providing & Fixing Wooden office Table having 19240.50 Nos.
0.76 m height,3.05 m in length and 0.91 m in
width using 19mm thick waterproof plywood,
25mm,50mm x 15mm teakwood patti. With
mm laminatre sheet formica handels, fasterning
& Fixturing including cost of all material and
labours inside one priming coat & two coat of
oil painting etc complete as per drawing and as
per instruction of engineer in charge.
85 6.00 Nos. Providing & Fixing Wooden Office Table 10643.36 Nos.
having 0.76 m Height , 3.05 m in length and
0.91 in width using 19mm thick waterproof
plywood, 25mm,50mm x 15mm teakwood patti
with 1 mm laminatre sheet formica handels,
fasterning & fixturing including cost of all
material and labours inside one primimg coat &
two coat of oil painting etc, complete as per
drawing and as per instruction of engineer in
86 3.00 Nos. Providing & Fixing Wooden as Computer work 14140.00 Nos.
station (Modular type) Table size : 1.20 Length x
0.70 Width x 1.22 Height with box size 0.45 x
0.53 x 0.70 height 3 drawers and key board trey
with using 18 mm W.P. Plywood, 6 mm W.P.
Plywood, 12 mm W.P. Plywood laminate sheet
teak wood hardware lumpsum Two Glass, Key
Boaerd Trey Labour charge. CPU Trolly Pilish
work as directed.
87 5.00 Nos. Providing and placing "Executive 18180.00 Nos.
Revolving full back chair of seat size
710mmX620mm and back height 1200mm
from seat using special hi-density U foam
covering with good quality of velvet at seat
and back and scientifically curved back
position and PU type or SS good quality
handels Hi-quality castor fitted Metal powder
coated, five prone made out of deep drawn
CRCA sheet stand and along with good
quality of powder coated steel structure
frame of required size and tilt adjustment
by concealed spring as design approved by
Engineer-in-Charge. The chair shall be of
Methodax Honco HB series, Hoff or Godrej's
similar equivalent series and make or its
equivalent make as per Image.
88 12.00 Nos. Providing & Supplying Visitor Chair Seat Size: 4040.00 Nos.
21" W X 19" Dseat H Overall: Dimensions 21"
W X 19" D X 34" H, Material: Fabric, Normal
Padded Seat 7 Back Foam Moulded Seat, High
Quality PP Arm Rest tension Control Tilt
Mechanism. High Gauge MS Steel Base. Colour
as directed engineer in charge
89 5.00 Nos. Providing & Supplying Visitor Nilkamal Italian 10500.00 Nos.
3 Seater Bench as directed engineer in charge
90 50.00 Nos. Providing & Supplying Nilkamal or Equivalent 505.00 Nos.
make PVC Chair Size 548 L x 555 W x 850 H of
best & approved quality & of design as per
selection by Engineer in charge Etc. Complete as
91 23.73 Cmt. Demolition including stacking of serviceable 1084.30 Cmt.
materilas and disposal of unserviceable materials
with all lead and lift. (i) R.C.C. work
92 1186.80 Kgs. Dismentling steel work including distempering 3.76 Kgs.
and stacking the materials with all lead and lift.
93 51.80 Cmt. Demolition of Brick work and stone masonry 564.16 Cmt.
including stacking of serviceable materilas and
disposal of unserviceable materials with all lead
and lift.(ii) In Cement Mortar.
94 70.60 Cmt. Dismentaling tiled of stone floors laid in mortar 49.41 Cmt.
including stacking of serviceable materilas and
disposal of unserviceable materials with all lead
95 19.00 Nos. Dismentling doors, windows, ventilators etc. 192.41 Nos.
(wood or steel) shutters including chowkhats
architraves, holdfasts and other attachment etc.
complete and stacking them within all lead and
lift.(i) Not exceeding 3 Sq.M. in area.
Rs. Thirty Six Lack Nine Thousand Four Hundred Four and Paise Seven Only.
I/We am/are willing to carry out the work at ________________ % above/below ( percent
should be written in figures and in 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 Rs. _________ Add ____ % above Rs. _________
Net Rs. _________ Total Rs. _________
*( Please strike out which ever is not applicable )
Note 1:- All Works shall be carried out as per Public Work Department Handbook and other
specification of Division or as Directed.
Note 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.
Note 3:- Rates Quated include clearance of site (prior commencement of work and at its close) in all
respect and hold good for work under all conditions, site, moisture, weather etc.
Note 4:- to be continued on additional sheets , if found necessary.
Note 5:- The above Schedule Rates are Excluded GST.
Signature of Bidder Executive Engineer
Panchayat (R&B) Division
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02-SBD Ayurvedic Dispensary Dharagiri.pdf
04-Building-Specification Book -Ayurvedic Dispensary Dharagiri.pdf
04-Extra Specification -Ayurvedic Dispensary Dharagiri.pdf
07-Sch-B Gram Panchayat-Ayurvedic Dispensary Dharagiri.pdf
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