Tender For Strengthening Of Two Nos 1600 Mm Dia Psc Ss Line Near Zinzira Bazar Bamboo Shop, One Nos Visivious Garden 900Mm Dia And 6 Inch Service Line Near Majherhat Station.
Tender Value
2.67 Lakhs
Estimated cost
Bid Submission
13 Jul 2026
5 days left
EMD
5400
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kolkata → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening Of Two Nos 1600 Mm Dia Psc Ss Line Near Zinzira Bazar Bamboo Shop, One Nos Visivious Garden 900Mm Dia And 6 Inch Service Line Near Majherhat Station.
BOQ
| Sl. No. | Item Description |
| 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 andramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm |
| 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 |
| 3 | 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 andramming the bottom, bailing out water as required complete (c)Depth of excavation for additional depthbeyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary. |
| 4 | Hire and labour charges for shoringwork (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete asper direction of the Engineer-in charge for foundation excavation (vertical surface are in contact withsupported earth is to be measured.) (This item should be executed on specific direction of the Enginner incharge).(a) Depth upto 1.5 m. |
| 5 | Hire and labour charges for shoringwork (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete asper direction of the Engineer-in charge for foundation excavation (vertical surface are in contact withsupported earth is to be measured.) (This item should be executed on specific direction of the Enginner incharge)(b) For additional depthbeyond 1.5 m. and upto 3.00 m |
| 6 | Hire and labour charges for shoringwork (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete asper direction of the Engineer-in charge for foundation excavation (vertical surface are in contact withsupported earth is to be measured.) (This item should be executed on specific direction of the Enginner incharge)(c) For additional depth beyond 3.00 m. |
| 7 | 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. |
| 8 | 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.. |
| 9 | Dewatering by pumps including all leads, lifts and making all arrangements of disposal. where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage. breakage andmaking wet connections. [Note ;- In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shallbe executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied inabsolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor] |
| 10 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 11 | CHAPTER-II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I./D.I. Pipe & Specials 2.1.7 Cutting of C.I/D.I pipes for fitting with pipes and-or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-Charge.D iameter in mm 150mm dia |
| 12 | CHAPTER-IV INSERTING PIPES AND SPECIALS Inserting C.I./D.I. pipes and or specials in the gap formed by cutting existing C.I./D.I. main, bailing out water from the trench due to normal seepage, if any. including fitting, fixing of ancillary C.I/D.I. specials with supply of Spun Yam all complete to make the joints water tight at required hydraulic pressure as per specification and direction of the Engineer-in-charge. [Cost of C.I/D.I. Specials, cutting of pipes, lead ioints, earth work in excavation road metal. earth work ill filling. shoring. where necessary. shall be paid extra as per relevant items of schedule of rates.] Diameter in mm 125/150 |
| 13 | CHAPTER - VII MISCELLANEOUS ITEMS Supplying induding cost of installation of cast iron Dismantling joint Double Flanged Flexible Short piece with collapsible arrangement, flanged face drilled to IS: 1538-93 table 4 & 6, flat face conforming to IS: 210-85, GR 150 FG complete with sealing rubber gasket made of EPDM quality with ISI mark to 5382-1985, type 4, cast iron follower gland and mild steel fastener with zinc coating. The whole assembly is to be mechanically and hydraulically tested to provision in IS: 1533.93. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition. Diameter in mm.with minimum barrel pipe length in mm,100mm with length 190 to 265mm. |
| 14 | Sub Total |
| 15 | GST 9% |
| 16 | GST 9% |
| 17 | CESS 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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