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Tender Value
₹26.8 L
EMD Value
₹26,800
Closing Date
10 Aug 2026, 6:00 pm
Executive Engineer, Panchayat (R&B) Division, Valsad
New Gujarat Pettarn-2025-26 Construction Of Library Room [1] Village : Pindaval , [2] Village : Hanmalmal Primary School Ta. Dharampur, Dist. Valsad
327169
10 of 2026-27
Open
Civil Works - Buildings
Works
Valsad
4 documents required · 4 mandatory
₹1,500
Executive Engineer, Panchayat (R and B) Division, Valsad
₹26,800
24 Jul 2026
24 Jul 2026
24 Jul 2026
10 Aug 2026
24 Jul 2026
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Excavation for foundation upto 1.5 m depth
including sorting out and stacking of
1 useful materials and disposing off the 106.48 CMT. 149.83
excavated stuff upto 50 Meter lead. (B) Dense
and Hard Soil , ( I ) 0 To 1.5 mt. Depth
Excavation for foundation for depth from
m to 3.0 m including sorting out and
stacking of useful materials and disposing
off the excavated stuff upto 50 Meter
lead..(B) Dense and Hard Soil, ( II ) 1.5 To
3.0 MT Depth
Filling in plinth with sand under floors
3 including watering ramming, consolidating 16.84 CMT. 460.19
and dressing complete, (A) Foundation and
Filling available excavated earth (Including
rock in trenches plinth, sides of foundations
4 etc. in layers not exceeding 20 cm. in depth 63.18 CMT. 130.39
consolidating each deposited layer by ramming
and watering)
Providing & filling in plinth with murrum or
Thickness. Incl. watering, ramming &
consolidation etc. complete.
Providing and laying cement concrete 1:3:6 (1-
Cement : 3- coarse sand : 6- grade brick bats
6 aggregates 40 mmnominal size) and curing 26.26 CMT. 2986.00
complete including cost of formwork in (A)
Providing and laying ordinary Laid cement
concrete M.250 and curing complete inculding
the cost of formwork but Excluding the cost of
reinforcement for reinforced concrete work in
foundation, footings base of column and mass
concrete. (A) Footing/ Raft
Providing and laying ordinary Laid cement
concrete M.250 and curing complete inculding
the cost of formwork but Excluding the cost of
reinforcement for reinforced concrete work in
All Types of Column D) Column, Pillers, posts
and struts , upto Plinth
SHEDULE B Page
Description of Item (With brif Specification Rate in
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Providing and laying ordinary Laid cement
concrete M.250 and curing complete inculding
the cost of formwork but Excluding the cost of
9 reinforcement for reinforced concrete work in 5.92 CMT. 9370.78
All Types of Column D) Column, Pillers, posts
and struts, upto Ground Floor
Providing and laying ordinary Laid cement
concrete M.250 and curing complete inculding
the cost of formwork but Excluding the cost of
reinforcement for reinforced concrete work in
All Types of Column D) Column, Pillers, posts
and struts, upto First Floor
Providing and laying ordinary Laid cement
concrete work M250 and curing complete
11 including the cost of form work but excluding 9.36 CMT. 7634.59
the cost of reinforcement of reinforced
concrete work in Beams. (E) Beam, upto Plinth
Providing and laying ordinary laid cement
concrete work M250 and curing complete
12 including the cost of form work but excluding 10.12 CMT. 7674.69
the cost of reinforcement of reinforced
concrete work in Beams First Floor
Providing and laying ordinary Laid cement
concrete work M250 and curing complete
13 including the cost of form work but excluding 3.46 CMT. 7714.78
the cost of reinforcement of reinforced
concrete work in Beams/Copping Terrace
Providing and laying ordinary Laid cement
concrete work M250 and curing complete
14 including the cost of form work but excluding 12.02 CMT. 5911.53
the cost of reinforcement of reinforced
concrete work in All Types of Slabs. Ground
Providing and laying ordinary Laid cement
concrete work M250 and curing complete
15 including the cost of form work but excluding 1.24 CMT. 11566.52
the cost of reinforcement of reinforced
concrete work in Lintel. upto Ground Floor
Providing and laying ordinary Laid cement
concrete work M250 and curing complete
16 including the cost of form work but excluding 1.74 CMT. 6807.40
the cost of reinforcement of reinforced
concrete work in Chajja. Upto Ground Floor
SHEDULE B Page
Description of Item (With brif Specification Rate in
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Providing and fixing TMT bars Fe-500D steel
reinforcement for R.C.C. work including
17 binding, bending and placing in position 8009.10 Kg 76.24
complete upto floor two level ,Ground Floor
First floor , Terrace Floor All Floor Level.
Brick work using common brunt clay building
bricks having crushing strength not less than
18 kg/sqcm. in foundation and plinth in cement 5.12 CMT. 4051.78
mortar 1:5 (1 cement :5 fine sand) etc.comp.
(B) Conventional Ground floor upto Plinth
Brick work using common brunt clay building
bricks having crushing strength not less than
kg/sqcm. in superstructure above plinth level
upto floor two level in cement mortar 1:5 (1
cement :5 fine sand) etc.comp. (B)
Conventional Ground Floor
Brick work using common brunt clay building
bricks having crushing strength not less than
kg/sqcm. in superstructure above plinth level
upto floor two level in cement mortar 1:5 (1
cement :5 fine sand) etc.comp. (B)
Conventional First (Terrace) Floor
Providing 15mm thick cement plaster in single
coat on Rough (Similar)side of single or
Full/half brick walls for interior plastering
upto floor two level and finished even and
smooth in (ii) Cement mortar 1:3 (1-cement :3-
sand) Ground Floor
Providing & laying10 mm. thick cement
plaster in single coat on fair side of ceilings
22 for interior plastering upto floor two level and 114.20 SMT. 201.88
finishing with smooth mala plaster.(i) Cement
mortar 1:3 (1 cement : 3 sand) Ground Floor
20mm thick sand faced cement plaster on walls
upto height 10 metres above ground level
consisting of 12mm thick backing coat of C.M.
23 1:3 (1-cement : 3-sand) and 8mm thick 265.86 SMT. 300.66
finishing coat of C.M. 1:1 (1-cement : 1-sand)
etc. complete. Upto Ground Floor to Second
SHEDULE B Page
Description of Item (With brif Specification Rate in
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Wall painting (two coats) with plastic emulsion
like Asian paints Apcolite or equivalent of
brand and manufacture on undecorated wall
24 primer surface to give an even shade including 946.80 SMT. 162.61
throughly brushing the surface free from
mortar droppings and other foreign matter and
sand papered smooth.
Wall painting (two coats) with plastic emulsion
like Asian paints Apcolite or equivalent of
brand and manufacture on undecorated wall
25 primer surface to give an even shade including 368.36 SMT. 292.90
throughly brushing the surface free from
mortar droppings and other foreign matter and
sand papered smooth.
Finishing wall with weather proof exterior
emulsion paint like Asian Paint Apex or
Equivalent on wall surface (two coats) after
appliaction of Asian Paint or equivalent
exterior Primer to give an required shape even
shade after thoroughly brushing the surface to
remove all dirt, and remains of loose powdered
materials.etc complete
Providing and laying polished Granite Slab
18mm thick in Risers of steps Dedo, window
sill, jembs and pillars laid 10 mm thick Cement
27 Mortar 1:4 (1-Cement : 4-Coarse Sand) and 29.22 SMT. 3407.74
jointed with Grey Cement Slurry including full
molded round edges , rubbing and polishing
etc. complete.
P & L 24" x 24" vitrified 8 mm thick tile
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
28 adhesive material including dismentaling of 96.00 SMT. 1404.64
existing flooring and jointed with color cement
slurry including finised with flush pointing &
cleaning the surface etc. complete for light
Providing and laying Vitrified tiles 8 to
mm thick , 24'' x 24'' in skrting risers of steps
29 and dedo on 10mm thick cement plaster 1:3 (1- 5.48 SMT. 1141.45
cement : 3-coarse sand) and jointed with white
cement slurry
SHEDULE B Page
Description of Item (With brif Specification Rate in
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Providing and fixing flush door both sides
laminated andshutter fabricated from 35 mm
thick solid core +malemine faced three layered
pre laminated flat pressed wood based exterior
grade bonded BWP/BWR synthetic resin
having stamped IS 12823 grade I type II
30 including three coats of lacquer polishing to 7.56 SMT. 4474.30
exposed wooden surfaces and Stainless steel
decorative type designs fixtures / fastening
2Nos. Handles, 2Nos. Aldropes, towerbolt etc.
as per architectural detailed drawing and as
directed by engineer in charge..
Providing and fixing window having extruded
aluminum Colour anodized section frame main
outer size 63.50 x38.10 x 1.95 mm,@ Wt
Kg / Rmt, horizontal two track member size
0.695 Kg/mt, vertical member of size
Kg/mt with slidingshutters of horizontal
31 member size 40mm x 18mm x 1.29mm @ wt.of 9.00 SMT. 1713.70
0.456Kg/mt, vertical member of size40mm x
0.457 Kg/mt with 5 mm thick transparent
bronze colourtinted float glass with powder
coated aluminum fittings and fixtures and
transparent silicon sealant glass fixing to frame
as per details etc complete for window
Providing and laying broken chine mosaic
flooring 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
32 tempered to bring mortar creme out upto 151.52 SMT. 747.29
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.
SHEDULE B Page
Description of Item (With brif Specification Rate in
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Providing, laying and jointing in true line and
level 110mm 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.
Applying two coats of Birla (white cement
based) or (acrylic lapy- putty) or equivalent &
two coats of primer of approved brand and
34 manufacture on new wall surface to give an 368.36 SMT. 40.59
even shade including thoroughly brushing the
surface free from mortar dropping and other
foreign matter and sand papered smooth.
Providing and laying integral cement based
water proofing treatment including preparation
of surface as required for treatment of roofs,
balconies, terraces etc. consisting of following
operations. (a) Applying and grouting a slurry
coat of neat cement using 2.75 kg/sqm of
cement admixed with proprietary water
35 proofing compound comforming to IS:2645 151.52 SMT. 743.36
over the R.C.C. slab including cleaning the
surface before tratment. (b) Laying cement
concrete using broken bricks/brick bats 25 mm
to 100 mm size with 50% of cement mortar 1:5
(1 Cement : 5 Coarse sand) admixed with
proprietary water proofing compound
conforming to IS:2645
Providing and Fixing 0.90 x 0.60m Foam Sheet
/ painting figuring and lettering (ii) indian (
letters/ figures) with appropriate background of
36 appropriate paint or Fixing C:M 1:4 Cement 2.00 JOB 10100.00
Moratar on Wall Suraface complete as directed
by Engineer in charge (Libary Name)
SHEDULE B Page
Description of Item (With brif Specification Rate in
Item No. Quantity Unit Amount
And Reference to Book of Specifications) Figures
Providing & Fixing Furniture work complete as
directed by Engineer in charge
Providing & Fixing Electric work complete as
directed by Engineer in charge
I we am / are willing to carry out the work at …................................ % above/ Below percent (
Estimated Amount Put to tender. …........ Estimated Amount Put to tender. …...
Deduct…........ % Below Deduct…........ % Below
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 Bidder
Deputy Executive Engineer, Executive Engineer
Panchayat ( R&B) Sub Division, Panchayat ( R&B) Division
Dharmpur Valsad
SHEDULE B Page
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details.html
RAW_HTML
02-SBD _Library-Hanmatmal-Pindaval.pdf
2-GR file.pdf
2-GR.pdf
3.0 Specification LIBRARY.pdf
BOQ-Library Hanmatmal-Pindaval.pdf
Building-Specification Book.pdf
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