Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-AOC MALAYNAGAR RENTERS COLONY AGARTALA WEST TRIPURA PIN 799004 | AGARTALA | WEST TRIPURA | TRIPURA | 799004 | ₹6.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.5 LRejected-AOC | ₹6.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹6.8 LRejected-AOC BISHALGARH P O SEPAHIJALA TRIPURA | SEPAHIJALA | TRIPURA | 799011 | ₹6.8 L | L3 | Rejected-AOC L3 |
Tender Value
₹8.4 L
EMD Value
₹16,837
Closing Date
10 Apr 2026, 3:00 pmClosed
The EE DWS AMC
EE DWS AMC
Installation of 03 nos. Mini Deep tube well with submersible pump at different places under Ward No-41, AMC
2026_SAMC_71911_1
01/EE/DWS/AMC/2026-27
Open Tender
Civil Works
Percentage
under DWS AMC
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Yes
₹16,837
Yes
21 Jul 2026
4 Apr 2026
10 Apr 2026
4 Apr 2026
10 Apr 2026
4 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Drilling and boring of pilot hole in any strata by manual means, collection of soil sampales of different strata met with during drilling at various suitable levels and preservation of samples in plythene bags / sample boxes and disposal of excess soil or mud including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer In Charge. (A) 100 mm dia. | - | mtr | - | - |
| 2 | Reaming of pilot hole to an enlarged bore hole in any soil starta by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer-in-charge, A) From 100 mm dia pilot hole to 250 mm bore hole | - | mtr | - | - |
| 3 | Providing and fixing of UPVC end cap suitable for UPVC'CM" casing or 'CS' casing or 'RS' pipes as per specification and direction ofhte Engineer-in-charge, i) 100 mm dia | - | nos | - | - |
| 4 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-n-charge. A)'CM'casing pipe,i) 150 mm dia | - | mtr | - | - |
| 5 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-n-charge. A)'CM'casing pipe,ii) 100 mm dia | - | mtr | - | - |
| 6 | Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer-n-charge. B) RS pipe i) 100 mm dia | - | mtr | - | - |
| 7 | Providing and fixing of UPVC reducer suitable for UPVC 'CM' casing or 'CS' casing or 'RS' pipes as per specification and direction of the Engineer-in-charge, ii) 150x100 mm dia | - | nos | - | - |
| 8 | Washing and development of tube well by using hand pump or by any suitable method and testing of the well as per specification and direction of the Engineer-in-charge. | - | mtr | - | - |
| 9 | Providing and shrouding of the deep tube well assembly with washed pea gravels (2.0-4.75) mm effective size) as per specifiation (IS:4097) using deep drilling rig and direction of the Engineer-in-charge, A) with contracor's high power rig i0with pea gravels obtained from Durgapur, West Bengal. | - | Cum | - | - |
| 10 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms depth upto 1500 mm including getting out the excavated soil and back filling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification & direction of the Engineer-in-charge, A) For UPVC pipes in new work , a) in all kinds of soil, i) For pipes not exceeding 90 mm dia | - | mtr | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.55 MB
DNIeT1.pdf
Tender Documents • 3.72 MB
BOQ_73183.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].