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Tender Value
₹36.4 L
EMD Value
₹36,500
Closing Date
23 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat (R&B) Division, Valsad
New Gujrat Pettern 2025-26, Construction of Smasanbhumi at Various Villages of Kaprada Taluka,Dist.Valsad (KPR/smasan-3, Total 3 nos Work) (1) Vadi Bamanvahala Faliya (2) Borpada (3) Dabhadi Sarasmal Faliya (Re-invite)
297125
51 of 2025-26
Open
Civil Works - Buildings
Valsad
5 documents required · 5 mandatory
₹1,500
Executive Engineer, Panchayat (R&B) Division, Valsad
₹36,500
16 Apr 2026
16 Apr 2026
16 Apr 2026
23 Apr 2026
16 Apr 2026
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
1 Excavation for foundation upto 1.5M depth including 158.69 Cum 254.37
sorting out and stacking of useful materials and
disposing of the excavated stuff upto 50 Meter lead. ( C )
Hard Murrum
2 Excavation for foundation depth from 1.50m to 3.00m 82.01 Cum 287.48
including sorting out and stacking of useful
materials and disposing of the excavated stuff upto
Meter lead. ( D )Soft rock not required blasting
3 Providing and laying cement concrete 1:4:8 ( 1 Cement : 21.53 Cum 2680.21
4 Coarse sand : 8 hand broken stone aggregate 40mm
nominal size ) and curing complete excluding the cost
of formwork and reinforcement for reinforced concrete
wirk(A) Foundations and Plinth
4 Providing and laying cement concrete 1:2:4 ( 1 Cement : 23.24 Cum 3948.18
4 Coarse sand : 4 -graded stone aggregate 20mm
nominal size ) and curing complete excluding the cost
of formwork and reinforcement for reinforced concrete
wirk in (A) Foundations, footings,Base or columns and
mass concrete.
5 Providing and laying ordinary cement concrete 1:2:4 ( 1 12.30 Cum 10040.66
Cement : 4 Coarse sand : 4 -graded stone aggregate
20mm 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:(B) COLUMNS, up to gl-pl
6 Filling available excavated earth (excluding rock) 189.51 Cum 130.39
in trenches. plinth, sides of foundations etc. in
layers not exceeding 20cm. in depth consolidating
each disposited layer by ramming and watering.
7 Providing and laying ordinary cement concrete 1:2:4 ( 1 25.37 Cum 7665.60
Cement : 4 Coarse sand : 4 -graded stone aggregate
20mm 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:(A) BEAMS, gb-pb
soil in layer of 20 cm in thickness including ramming
watering and consolidating etc. complete.
9 Providing and laying ordinary cement concrete 1:2:4 ( 1 12.35 Cum 10040.66
Cement : 4 Coarse sand : 4 -graded stone aggregate
20mm 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:(B) COLUMNS, for ground floor
10 Brick work using Hydraulically Pressed burnt clay 47.73 Cum 4021.02
building 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) Conventional
method.up to PL
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
11 Providing and laying ordinary cement concrete 1:2:4 ( 1 19.09 Cum 7665.60
Cement : 4 Coarse sand : 4 -graded stone aggregate
20mm 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:(A) BEAMS, slab beams
12 Brick work using Hydraulically Pressed burnt clay 40.92 Cum 4295.99
building 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) Conventional
method.for ground floor
13 Providing and laying cement concrete 1:4:8 ( 1 Cement : 20.89 Cum 2680.21
4 Coarse sand : 8 hand broken stone aggregate 40mm
nominal size ) and curing complete excluding the cost
of formwork and reinforcement for reinforced concrete
wirk(A) Foundations and Plinth -plinth slab
14 Providing and laying ordinary cement concrete 1:2:4 ( 1 29.81 Cum 6888.15
Cement : 4 Coarse sand : 4 -graded stone aggregate
20mm 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:(A) slab
15 Providing TMT Bar FE 500 D reinforcement for R.C.C. 10103.25 Kg 76.21
work including bending ,binding and placing in position
complete up to floor two level
16 Providing 15mm thick cement plaster in single coat on 223.70 Sqm 220.01
rough (similar)side of single or half brick walls for
interior plastering upto floor two level and finished with
a floating coat of neat cemrnt slurry (ii) Cement mortar
1:3 (1-cement :3-sand)
17 Providing 10 mm thick cement plaster in Single coat on 377.97 Sqm 153.67
brick/concrete wall for interior plastering finished even
and smooth in (ii) cement mortar 1:3 (1 cement : 3 sand)
Ground floor ceiling
18 20 mm thick sand faced cement plaster with gutkha 556.87 Sqm 300.66
finish on wall up to all height 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
19 P & L polished kotastone slab flooring over 20mm 262.93 Sqm 965.59
(average) thick base of cement mortar 1:6 ( 1 cement:
coarse sand) laid over and jointed eith grey cement
slurry mixed with pigment to match the shed of slab
including rubbing and pollishing etc. complete (A)
25mm thick
20 Finishing Wall with weather proof exterior emulsion 1158.60 Sqm 114.53
painting (two coats) to give an required shape even
shade after thoroughly brushing the surface remove all
dirt and remains of loose powdered materials with a coat
of cement washing etc. complete
21 Providing Erection and fixing double coated ISI water 3000.00 Lit 3.95
Tank of required capacity each with all necessary fittings
and connection etc complete on Terrace.
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
22 Providing laying and jointing in true line and level 108.00 Rmt 91.84
25mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water
including fittings make PRINCE / SUPREME /
ASTRAL / FINOLEX or equivalent 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.
23 Providing laying and jointing in true line and level 18.00 Rmt 72.65
15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water
including fittings make PRINCE / SUPREME /
ASTRAL / FINOLEX or equivalent 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.
24 Providing and fixing Gun metal check or non-return 6.00 No. 420.63
fullway wheel valve.(C) 25mm dia.
25 Providing and fixing screw down bib taps of following 6.00 No. 186.83
size (A) Brass screw down bib tap polished bright
(i)15mmdia
26 Providing and fixing the metal-CI stand for resting Dead 6.00 No. 25835.80
body in place of the process burning process made of
appropriate metal section as per IS Code and material
which can with stand temperature of 500 to 1000' C
design and make as suggested by the engineer in charge.
27 Providing and laying (to level or slopes ) and jointing 36.00 Rmt 348.04
reinforced concrete light duty non presssure pipe I.S.
Class NP-2 of the following internal diameter with
collars and butt ends prepared for coller joints Including
testing of joints complete ( C ) 250mm
28 Providing and fixing board made up og GI/MS frame 3.00 No. 1616.00
with GI Sheet which display the information of type of
work ,logo,expenditure,name of agency, etc. complete.
As per design approved by engineer in charge.
Rupees ThirtySix Lakh FourtyOne Thousand Five Hundred ThirtyThree Paise Five Only
I we am / are willing to carry out the work at …................................ % above/ Below percent ( Should Be writen
in figures And words) of the estimated rate mentioned above. Amount of my / our tender works out as under.
Estimated Amount Put to tender. 36,41,533.05 Estimated Amount Put to tender.36,41,533.05
Deduct…........ % Below Deduct…........ % Below
In Words In Words
SHEDULE B Page
Description of Item (With brif Specification And Rate in
Item No. Quantity Unit Amount
Reference to Book of Specifications) Figures
(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 Divisional Accountant
Panchayat ( R&B) Sub Division Panchayat ( R&B) Division
Dharampur Valsad
Executive Engineer
Panchayat ( R&B) Division
SHEDULE B Page
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1.0 Put To Tender SAMASAN BHUMI.pdf
2.0 SBD SAMASAN BHUMI.pdf
3.0 Specification SAMASAN BHUMI.pdf
3.1 Building-Specification Book.pdf
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