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Tender Value
₹3.0 L
EMD Value
₹6,000
Closing Date
13 Jul 2026, 2:00 pm3d left
EXECUTIVE ENGINEER (W/S) , GRWW
KOLKATA MUNICIPAL CORPORATION OFFICE OF THE EXECUTIVE ENGINEER (WATER SUPPLY) GARDEN REACH WATER WORKS, BIDHANGARH, KOL-66
STRENGTHENING OF LEAKY PART OF 600MM DIA PSC SLUDGE LINE NEAR MR ROOM, 6 INCH FW C.I LINE AT RAIL GATE AND ONE NOS 150MM AIR VALVE REPAIR AND REPLACE AT NATURE PARK SS LINE UNDER GRWW.
2026_KMC_1030581_1
EEWS/KMC/GRWW/26-27/03
Open Tender
MECHANICAL
10 days
GARDEN REACH WATER WORKS
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹6,000
2 Jul 2026
2 Jul 2026
15 Jul 2026
2 Jul 2026
13 Jul 2026
2 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 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and
ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm | - | CUBIC METER PERCENT | 119.27 | - |
| 2 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete (b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring | 0.8 | CUBIC METER PERCENT | 192.38 | ₹153.9 |
| 3 | Hire and labour charges for shoring
work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as
per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with
supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in
charge).(a) Depth upto 1.5 m. | 36 | SQUARE METER | 386 | ₹13,896 |
| 4 | Hire and labour charges for shoring
work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as
per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with
supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in
charge)(b) For additional depth
beyond 1.5 m. and upto 3.00 m | - | SQUARE METER | 439 | - |
| 5 | Hire and labour charges for 100 mm dia bamboo railing on 150 mm dia Jhau/Eucalyptus or other approved timber posts each 2.0 m in length, tied 2 number post strongly with coir ropes in the fashion of a scissor with a spacing of 1.8 m over pacca road without damaging the surface and tying strongly 3 (three) rows of bamboo railing on each leg and 1 (one) railing connecting all the pivot junctions including cost of loading unloading, stacking & carriage of all materials and labour complete, and maintaining barricading for a period beyond 5 (five) days after the reported & recorded time of completion of the entire work to the satisfaction of Engineer-in- Charge. (Note: This work should not be executed without specific permission of Superintending Engineer). (100 mm. dia bamboo railing & 150mm. dia Jhau/Eucalyptus/other approved timber posts @ 1.80m apart). (ii) Railing 3 row on each leg and 1 at pivot point. | 28 | METER | 178 | ₹4,984 |
| 6 | Sealing of uneven gap in PSC Socket/spigot joint by insertion of 19 mm thick asbestos graphite packing
(AMP-32) including supplying. Fitting and fixing all complete.. | - | METER | 870 | - |
| 7 | Supplying including cost of installation of M.S. Patch Clamps suitable for instantaneous repair of horizontal cracks in C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329). The Clamp constitutes of two semicircular
halves made out of 5/6 mm thick Steel Plate duly contoured to match
the circumference of the pipes. The Clamp should be with suitable
rubber lining/ trey so that on fixing over the damaged pipe, it instantly
repairs longitudinal cracks or hole in the pipe body. The length of the
Clamp should be 300 mm up to 300 mm nominal dia. and 500 mm in
case of pipes of larger nominal diameter of pipe. Sealing Rubber
Gasket should be of EPDM quality and Nut Bolts should be Zinc
coated. Fitting and fixing should be in proper position with proper care
of main pipe line for leak proof condition. Diameter in mm 150 | - | EACH | 4,658 | - |
| 8 | Sypply of E.R.W.M.S. (Electrical Resistant Welded
M.S.) black pipe of ISI Mark as per relevent IS Specification ( heavy
quality ) having wall thickness not less than 5 mm. [N.B.: The rates for
supply of TATA Make pipe will be arrived at by adding 20% of the corresponding rates ] Diameter in mm (Internal)150 | - | METER | 1,268 | - |
| 9 | (SUPPLYING MS PLATE AS PER
IS:2062-20211/LATEST
REVISION,MAKE:SAIL/TATA/JINDAL
B) ABOVE 2MM UPTO 10MM
THICKNESS | 0.44 | KILOGRAM | 73 | ₹32.11 |
| 10 | Cutting to requisite length or shape departmental R.S. joists,channels, angles, tees, plates etc. (Payment to be made on area of cut surface | - | SQUARE CENTIMETER | 8 | - |
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