Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Finance 30 2 S M ALI ROAD BARRACKPORE KOLKATA 700120 | 24 PARAGANAS NORTH | WEST BENGAL | 700120 | -0.51% | ₹3.8 L | L1 | Admitted-Finance |
| 2 | L2₹3.8 LAdmitted-Finance | +1.00% | ₹3.8 L | L2 | Admitted-Finance |
| 3 | L3₹3.9 LAdmitted-Finance | +1.68% | ₹3.9 L | L3 | Admitted-Finance |
Tender Value
₹3.8 L
EMD Value
₹7,620
Closing Date
1 Aug 2026, 6:45 pmClosed
Executive Engineer
83/1A, 3rd Floor, Vivekananda Road, Girish Park, Kolkata-700006
Leak repairing including temporary road restoration of 700 mm dia. D. I (3 Nos) Clear Water Main beneath Shankar Mondal Road and 300 mm dia. D.I (3 Nos) Clear Water Rising Main under Park Road within the Cantonment Area, Barrackpore under Barrackpore
2026_KMDA_1033475_1
EE/Divn-IV/W and S/KMDA/NIT-05 of 2026-27
Open Tender
CIVIL WORKS
Percentage
18 days
Lat-Bagan, Barrackpore
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹7,620
7 Aug 2026
24 Jul 2026
4 Aug 2026
24 Jul 2026
1 Aug 2026
24 Jul 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 | Hire and labour charges for 75 mm dia bamboo railing of Jhau/Eucalyptus or other approved timber\bamboo posts 1.4 m above G.L and 0.60 m below G.L including tying strongly with coir ropes and boring holes for posts in any soil/ concrete surface/Bituminious surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer in charge after removing the barricade.(Cost of restoration would be paid seperately).
a) 75mm. dia bamboo railing & 125mm. Dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart.
(i) Railing with 3 rows | 37.95 | rm | 49 | ₹1,859.55 |
| 2 | Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the erviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge. | - | m3 | 636 | - |
| 3 | Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite or sand/stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed.The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete.
a) Depth of excavation not exceeding 1500mm. | 33.75 | m3 | 119.27 | ₹4,025.36 |
| 3.1 | b) Beyond 1.50 m to 3.0 m below G.L | 36.79 | m3 | 192.38 | ₹7,077.66 |
| 4 | Hire and labour charges for shoring works in foundation/pipeline trenches or drains including necessary close plank walling, framing, sal bullah pilling, strutting etc of adequate sizes all complete as per direction of the Engineer-in-charge (vertical surface of contact area with supported earth is to be measured).
(a) Depth upto 1.50 Metre. | 42.75 | m2 | 386 | ₹16,501.5 |
| 4.1 | (b) Depth beyond 1.50 Metre up to 3.0 m | 36.75 | m2 | 439 | ₹16,133.25 |
| 5 | Lead jointing to C.I pipes and specials with supply of lead and spun yarn all complete to make the joint water tight at required hydraulic pressure asperspecification & direction of the Engineer-in-charge.
(Lead shall be supplied supplied departmentally departmentally to the Agency at specified specified Issue rates and cost thereof shall be recovered from the. works Bill of the Agency]
(a) 700 mm dia. | 3 | Each | 7,546 | ₹22,638 |
| 5.1 | (b) 300 mm dia. | 3 | Each | 2,511 | ₹7,533 |
| 6 | Supplying including cost of installation of C.I. Leak Repair Clamps suitable for permanent repair of leakages in Socket / Spigot joints in C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329). The Clamp consists of two Cast Iron Rings supplied in overlapping semi circular halves which compress a specially shaped /contoured rubber gasket made of EPDM quality (IS:5382 Type-4) on the socket face making the Socket / Spigot Joint water right at the operating pressure. The Clamp to be supplied complete with Rubber Gaskets made of EPDM quality and coated Nut Bolts as per manufacturer specification. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition.
(a) 700 mm dia. | 3 | Each | 21,904 | ₹65,712 |
| 6.1 | (b) 300 mm dia. | 3 | Each | 7,116 | ₹21,348 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 0.56 MB
Tendernotice_2.pdf
PDF • 1.19 MB
Tendernotice_3.pdf
PDF • 0.31 MB
BOQ_2538167.xls
BOQ • 0.39 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].