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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹41.8 L
EMD Value
₹42,000
Closing Date
31 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, Panchayat (R&B) Division, Dang - Ahwa
New Gujarat Pattern 2025-26 Construction of Box Culvert In Motidabar Village Bondar Faliya Ta waghai Dist Dangs
266614
29 (2nd Attempt) OF 2025 - 26
Open
Civil Works - Others
Works
Dang
6 documents required · 6 mandatory
₹1,500
Yes
Executive Engineer, Panchayat (R & B) Division, Ahwa
₹42,000
Yes
19 Jan 2026
19 Jan 2026
19 Jan 2026
31 Jan 2026
19 Jan 2026
Name of work: New Gujarat Pattern 2025-26 Construction of Box Culvert In Motidabar
Village Bondar Faliya Ta waghai Dist Dangs
Memorandum showing items of works to be carried out
It. Quantities Item of work Estimated Unit Total Amount
It. Quantities Item of work Estimated Unit Total Amount
No. estimated but In figures according to
may be more or Rs. Ps. estimated
1 122.30 Sq.mt. Providing and laying - Fitter Media 600mm 1342.40 Sq.mt.
thick directed at the back of abutments, returns
and wing walls as per detailed specifications
2 69.00 No Providing weep holes in abutment, returns using 91.32 No
100 mm. dia A.C. pipe with C.I. grating
including cutting, placing the pipe in required
slope and position as directed etc. complete. (As
per detailed specification)
3 50.90 Cum. Dismentaling the existing structureincluding 978.15 Cum.
removing and stacking the dismentalled
materials as and where directed.(A) RCC Work.
4 89.60 Cum. Excavation for foundation in sand, gravel, clay 538.67 Cum.
soft soils and murrum etc. including shoring,
strutting dewatering as necessary and disposing
of the excavated stuff as directed.(A) Depth upto
3.0 M. and lead upto 100m for 10 Cum
5 21.40 Cum. Excavation in large boulders and soft rock by 754.14 Cum.
welding including shoring, strutting and
dewatering as necessary and disposing of the
excavated stuff as directed.
6 20.30 Cum. Excavation in hard rock by dry-wet blasting and 1763.08 Cum.
chiselling including dewatering preparing
foundation base by proper benching and
stepping and disposing of the excavated stuff as
directed.(A) General blasting
7 31.70 Cum. Providing and casting in situ Ordinary cement 3816.69 Cum.
concrete M-150 for R.C.C. Raft and cut-off
walls including necessary shuttering laying,
vibrating, ramming and curing complete.
8 268.00 Cum. Providing and filling sand behind abutments and 571.92 Cum.
between returns in layers as directed
9 101.00 Cum. Providing and Casting in situ Controlled Cement 4745.99 Cum.
Concrete M-250 for R.C.C. Raft and cutt-off
walls including necessary shuttering laying,
vibrating, ramming and curing complete.
10 60.90 Cum. Providing and Casting in situ controlled Cement 4745.99 Cum.
Concrete M-250 for R.C.C. Raft and cutt-off
walls including necessary shuttering laying,
vibrating, ramming and curing complete.
11 72.60 Cum. Providing and casting in situ controlled cement 5770.53 Cum.
concrete M-250 for R.C.C. solid slab including
centering, scaffolding, curing and finishing
12 29.80 Cum. Providing and casting in situ controlled cement 5284.22 Cum.
concrete M-250 for Kerb/ kerb blocks including
formwork curing and finishing, complete.
13 13.80 Cum. Providing and casting in situ controlled cement 5426.02 Cum.
concrete M-250 for average 75 mm thick
wearing coat laid as directed dincluding
tamping, vibrating, finishing, curing and fillingin
joints with bitumen complete.
14 96.70 Cum. Providing and casting in situ ordinary cement 4414.10 Cum.
concrete M. 250 mix and providing necessary
pin headers including shuttring scaffolding
laying vibrating curing and finishing complete.
Without V-Grooves. (A) Height from 0.0 M to
23.09 M.Ton Providing and laying in position FE-500/500D 72289.94 M.Ton
(TMT) bar reinforcement including cutting,
bending, hooking and tying complete as per
detailed drawings for the following.(A) Box Cell
16 12.00 Nos. Provding P.V.C. 100 mm diameter water spouts 159.37 Nos.
including necessary iron gratings as per
17 108.90 Sq.mt. Supplying Pre - Moulded Bituminious Joint 611.13 Sq.mt.
Filler. (iii) 20 mm size
Rs. Fourty One Lack Seventy Eight Thousand Eight Hundred Sixty Nine and Paise Seventy Nine 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 : Credit Amount of Rs.19180 of Serviceable Material shall be deducted from 1st Running Bill.
Note 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.
Note 2 :- The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills
Note 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
Signature of Bidder Executive Engineer
Panchayat (R&B) Division
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details.html
RAW_HTML
04- Specification.pdf
05-GR.pdf
NEW Sch-B.pdf
SBD Motidabdar Box Culvert.pdf
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