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Tender ID
Tender Value
₹9.9 L
EMD Value
₹10,000
Closing Date
5 Mar 2026, 6:00 pmClosed
Executive Engineer Panchayat (R&B) Division, Gir Somnath
Construction of Gutter & Aveda at various village of ( GIR/15 FC/ Pac-01 /2025-26) Ta. :- Una/Gir Gadhada Dist. :- Gir Somnath (Gangada,Lerka,Senjaliya,Jaragali,Ambavad) (2nd Attempt)
278246
35/2025-26 Sr.No.13
Open
Civil Works - Others
Works
Gir Somnath
6 documents required · 5 mandatory · 1 optional
₹900
Yes
DD in favour of Executive Engineer, Panchayat R&B Division - Gir Somnath
₹10,000
Yes
18 Feb 2026
18 Feb 2026
18 Feb 2026
5 Mar 2026
18 Feb 2026
Name of Work :-Construction of Gutter & Aveda at various village of ( GIR/15% FC/ Pac-01 /2025-26) Ta. :- Una/Gir Gadhada
Dist. :- Gir Somnath (Gangada,Lerka,Senjaliya,Jaragali,Ambavad)
Bill of Quantities
Memorandum showing items of works to be carried out
Item Discription of Item (With Brief Specification and reference to book Quantity Unit Rate In Amount
No. of Specification) Figures
In Figure Rs. Ps
1 Excavation for foundation upto 1.50 M.depth including sorting out 208.800 Cum 212.52
&stacking of useful materials i.e. dispositing the excavated stuff up to all
lead & lift (a)Loose or soft soil.
2 Excavation for foundation upto 1.50 M.depth including sorting out 278.400 Cum 272.57
&stacking of useful materials i.e. dispositing the excavated stuff up to all
lead & lift (a) Dense & Hard Soil
3 Excavation for foundation upto 1.50 M.depth including sorting out 5.740 Cum 281.73
&stacking of useful materials i.e. dispositing the excavated stuff up to all
lead & lift (a)Hard Murrum
4 Providing and laying cement concrete 1:3:6 (1Cement : 3- Coarse sand : 1.550 Cum 3118.06
6- Graded brick bat aggregate 40mm normal size) and curing complete
excluding cost of formwork in (A) Foundation and Plinth
5 White Stone bela mesonary block in foundation and Plinth with stone of 2.200 Cum 6671.13
approved quality in cement mortar 1:6 (1-Cement : 6-cource sand)
including packing the joints etc. complete.
6 Providing and laying ordinary cement concrete1:1:2 (1cement,1sand,2 1.170 Cum 5407.75
gradedstone aggregates 20 mm.Nominal size) and finishing smooth with
curing etc. complete excluding cost of form work and reinforcement for
reinforced cement concrete work in in A)Foundations, footings, base of
columns and mass concrete
7 Providing and laying ordinary cement concrete1:1.5:3(1cement,1.5sand, 1.242 Cum 11028.20
3 gradedstone aggregates 20 mm.Nominal size)and finishing smooth
with curing etc. complete including the cost of formwork but excluding the
cost of reinforcement of R.C.C. work in Column (iii) Having cross-
sectional area more than 0.085 Sq.M. andup to 0.12Sq.M.
8 Providing & laying C.C. 1:1.5:3 (1 cement ,1.5 course sand,3 graded 2.470 Cum 8035.64
stone agg.of 20 mm nominal size) and finishing smooth with curring etc.
comp. incl. the cost of formwork but excl. the cost of reinforcement for
R.C.C. work in. (A) Beam:- Having cross sectional Area 0.085 to
Sqm.upto All floor level
9 Providing & laying ordinary cement concrete1:1.5 :3 (1 cement ,11/2 2.980 Cum 7258.19
course sand,3 graded stone agg.of 20 mm nominal size) exposed work
with curring etc.comp. incl. the cost of formwork but excluding the cost of
reinforce ment for R.C.C. work in. SLAB :- having more then 10cm. and
end upto 13cm. thickness.upto All floor level
10 White Stone Bela mesonry block in course in superstructure with stone of 0.784 Cum 6698.05
approved quality in Cement Mortar 1:5 (1-Cement : 5- course sand)
including packing the joints etc. complete.
11 Providing TMT Bar FE 415 reinforcement for R.C.C. work including 960.000 Kg 68.33
bending, binding and placing in position complete upto All floor level
Item Discription of Item (With Brief Specification and reference to book Quantity Unit Rate In Amount
No. of Specification) Figures
12 Providing 15mm thick cement plaster in single coat on Rough 114.410 Sqm 204.74
(Similar)side ofsingle or half brick walls for interior plastering upto floor
two level and finished even and smooth in (i) Cement mortart 1:3 (1-
Cement : 3-sand)
13 Providing and laying coloured glazed tiles of the size 300 mm x 200 mm 26.450 Sqm 1559.10
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
14 Finishing wall with water proofing cement paint of on wall surfaces (Two 114.410 Sqm 63.19
coats) to give an approved brand and manufacture and of required
shape even shade after thoroughly brushing the surface to remove all dirt
and remains of loose powered materials.
15 Providing and fixing marble slab including engraving and painting 5.000 No 1012.65
complete.1)size 75cm x 60cm x 4cm
16 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 130.000 Rm 1968.38
with collars for culverts carrying heavy traffic as per IS 458-1991
specifications including setting the pipes in C.M. 1:2 watering and laying
(to level or slopes) of class NP3 of following internal daimeters.(iii)
17 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 95.000 Rm 659.99
with collars for culverts carrying heavy traffic as per IS 458-1991
specifications including setting the pipes in C.M. 1:2 watering and laying
(to level or slopes) of class NP3 of following internal daimeters.(iii)
18 Supplying and fixing reinforced concrete heavy duty non-pressure pipes 65.000 Rm 2605.57
with collars for culverts carrying heavy traffic as per IS 458-1991
specifications including setting the pipes in C.M. 1:2 watering and laying
(to level or slopes) of class NP3 of following internal daimeters.(iii)
19 Filling in foundation and plinth with murrum or selectedsoil in layers of 302.800 Cum 307.41
20cm. thickness including watering,ramming and consolidating etc.
20 Constructing brick masonry chamber for undergroundC.I. Inspection 16.000 No 3660.76
chamber and bends with bricks havingcrushing strength not less than
35Kg/Cm2 in C.M. 1:5C.I. cover with frame (Light duty) 455mm x
610mmintenal dimensions total weight of cover with frame to benot less
than 38Kg. (Wt. of cover 23 Kg.) and Wt. offrame 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
thickwith cement mortar 1:3 finished smooth with a floatingcoat of neat
cement on walls and bed concrete etc.complete.(ii) Inside dimensions
500mm x 700 mm and450mm deep for pipe line with one or two inlets.
Dismentled Material Credit Rs. 0 will be deducted from 1 St R.A. Bill
Rupees Nine Lakh Ninety Thousand Two Hundred Ninety Five and Paise Sixty One only
I \ We am \ are willing to carry out the work at ……………………… % above\bellow percent ( Should be written in figures and
words ) of the estimated rate mentioned above. Amount of My \ Our tender works put as under.
* Estimated Amount * Estimated Amount
Item Discription of Item (With Brief Specification and reference to book Quantity Unit Rate In Amount
No. of Specification) Figures
Put to tender Rs…………………… Put to tender Rs……………………
Deduct……..……..% Add……..……..%
In words………………….……………… In words………………….………………
Item Discription of Item (With Brief Specification and reference to book Quantity Unit Rate In Amount
No. of Specification) 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
Signature of Contractor
Deputy Executive Engineer Executive Engineer
Panchayat R.& B. Sub Division Panchayat R.& B. Division
Una Gir Somnath
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details.html
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Circular All.zip
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Genaral Condition.pdf
BOQ P.01 Gutter - Aveda.pdf
Cement Steel P.01 Gutter - Aveda.pdf
SBD.P.01 Gutter - Aveda.pdf
Specification P.01 Gutter - Aveda.pdf
Test Shedual P.01 Gutter - Aveda.pdf
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