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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
₹6.4 L
EMD Value
₹6,500
Closing Date
17 Feb 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 Irrigation Division Valsad
Repair of Panipurvatha Well at village Girnara chikadi faliya Ta-Kaprada, Dist-valsad
271076
11 of 2025-26
Open
Civil Works
Works
Valsad
8 documents required · 7 mandatory · 1 optional
₹900
Yes
Executive Engineer panchayat Irrigation Division Valsad
₹6,500
Yes
30 Jan 2026
30 Jan 2026
30 Jan 2026
17 Feb 2026
30 Jan 2026
Name of work: Repair of Panipurvatha Well at village Girnara chikadi faliya Ta-Kaprada, Dist-valsad
Memorandum Schowing the item of work to be carried out
Qty. Unit Description of Item In figures Amount
Item No. 1 :Excavation for well including Removing
and spreading the excavted stuff as directed with
(i) 0.00 Meter to 1.50 Meter depth
(Rupees One Hundred
11.17 M3 (i) In all sorts of soil incl.soft murrum. 140.80 Forty and Eighty Paisa
(Rupees Two Hundred
22.32 M3 (ii) In Hard murrum. 204.60 Four and Sixty Paisa
(ii) 1.5 Meter to 3.00 Meter depth
(Rupees Three Hundred
31.42 M3 (iii) soft Rock. 314.60 Fourteen and Sixty
(iii) 3.00 Meter to 4.50 Meter depth
29.39 M3 (iv) In hard rock with blasting & chiselling 760.10 Hundred Sixty and Ten
(Rupees Thirty Five and
29.39 M3 (b) Extra for dewatering in all strata. 35.20
Twenty Paisa Only)
(iv) 4.50 Meter to 6.00 Meter depth
Hundred Seventy Seven
27.37 M3 (iv) In hard rock with blasting & chiselling 777.70
and Seventy Paisa
(Rupees Forty Seven
27.37 M3 (b) Extra for dewatering in all strata. 47.30
and Thirty Paisa Only)
(v) 6.00 Meter to 7.50 Meter depth
19.56 M3 (iv) In hard rock with blasting & chiselling 798.60 Hundred Ninety Eight
and Sixty Paisa Only)
19.56 M3 (b) Extra for dewatering in all strata. 66.00 (Rupees Sixty Six Only)
(vi) 7.50 Meter to 9.00 Meter depth
(Rupees Eight Hundred
15.79 M3 (iv) In hard rock with blasting & chiselling 822.80 Twenty Two and Eighty
(Rupees Eighty Four
15.79 M3 (b) Extra for dewatering in all strata. 84.70 and Seventy Paisa
(vii) 9.00 Meter to 10.50 Meter depth
(Rupees Eight Hundred
12.11 M3 (iv) In hard rock with blasting & chiselling 856.90 Fifty Six and Ninety
(Rupees One Hundred
12.11 M3 (b) Extra for dewatering in all strata. 105.60 Five and Sixty Paisa
(viii) 10.50 Meter to 12.00 Meter depth
(Rupees Eight Hundred
10.31 M3 (iv) In hard rock with blasting & chiselling 893.20 Ninety Three and
Twenty Paisa Only)
(Rupees One Hundred
10.31 M3 (b) Extra for dewatering in all strata. 122.10 Twenty Two and Ten
Item No. 2 :Providingand laying Plain / Reinforced
cement concrete of cement, sand and metal (20mm
to 25mm size) in following proportion laid in situ (Rupees Five Thousand
69.13 m including centering, shuttering, temping,smooth 5380.00 Three Hundred Eighty
finishing, curingetc. complete as directed for all Only)
leads and lifts (Manually With Conventional Mixer
Item No. 3 :Providing and laying Plain / Rein forced
cement concrete of cement , sand and metal (20
mm to 25 mm size ) in following proportion laid in (Rupees Four Thousand
3.60 m situ including centering , shuttering ,temping , 4110.50 One Hundred Ten and
smooth finishing , curing etc. completes directed for Fifty Paisa Only)
alllead sand lifts (Manually With Conventional
Mixer)(iii)1:3:6
Item No. 4 : Providing and placing in position
reinforcement bars including cutting, bending (Rupees Seven
17.16 Qtl welding, joints where necessary,hooking 7194.00 Thousand One Hundred
etc.complete as per drawing for all lead and lifts. Ninety Four Only)
Item No. 5 :Providing and fixing in position 110 (Rupees Two Hundred
41.000 MT mm dia PVC Pipe weep holes in abutment wing 263.70 Sixty Three and Seventy
wall , and laying training etc complete . Paisa Only)
Item No. 6 : Providing Supplying and fixing at site
(Rupees Seventy Three
of work with railway freight loading, unloading
0.034 MT carting etc. complete. Such as joints chenals 73361.00
Hundred Sixty One
angles iron etc .Medium weight channels (ISMC Only)
series) 75 x 40 mm. @ 6.8 kg / m.
Item No. 7 :Back fiing the foundation trenchesa
3 round the structures etc. with selected excavated (Rupees Nineteen and
stuff includingwatering, ramming, compactingetc. Fifty Paisa Only)
complete.(By machinary)
(Rupees Six Lakh Forty Four Thousand Two Hundred Twenty and Sixty Nine Paisa Only)
I/We am/are Willing to carry out the work at……………………………...…………………% above/below Percent(should be written in
figures and words) of the estimated rates mentioned above.Amount of my/our tender works out as under.
Estimated amount Put ter Rs.
Rs. Add…….% above Rs.
Net Rs.`` Net Rs.
In words…………………….. In words……………………..
*(Please strike out whichever is not applicable)
Note 1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.
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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.
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Note-3 Rates quotes include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all
conditions, site, moisture, weather etc.
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Note-4 To be continued on additional sheets, if found necessary.
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uded 1 % Labour Cess & shall be deducted from contractor all bills.
Deputy Executive Engineer, Executive Engineer,
Tribal Area Sub Division, Panchayat Irrigation Division,
Dharampur Valsad.
Signature of contractor
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
1.SBD Girnara.pdf
2.schedule-B Girnara.pdf
3.Nivida- 11- 2025-26.pdf
4. ANEXURE-II.pdf
5.clause No 4.5.4 and 4.5.5.pdf
6.qualification information 1.1 to1.14 and 3.1 - Copy.pdf
7.Bid Capacity.pdf
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