Tender For Shifting Of Pipelines Due To Construction Of Bridge At Keshabpur Gomed Molla Pole In Keshabpur Pwss Under Howrah Sadar Sub-Division Of Howrah Division, Phe Dte.
Tender Value
8.40 Lakhs
Estimated cost
Bid Submission
17 Jul 2026
12 days left
EMD
16900
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
Howrah → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Shifting Of Pipelines Due To Construction Of Bridge At Keshabpur Gomed Molla Pole In Keshabpur Pwss Under Howrah Sadar Sub-Division Of Howrah Division, Phe Dte.
BOQ
| Sl. No. | Item Description |
| 1 | Withdrawing of DI/CI pipes / AC pipe after excavation of earth and with the help of chain pully derrick etc. by dismantling of jointing of rubber gasket joint or lead joint or flange joint and stacking the withdrawn pipes and specials at site store /road flank godown etc. all complete as per direction of ElC.b) 150 mm dia to 200 mm dia |
| 2 | c) 250 mm dia to 350 mm dia |
| 3 | Making barricading for protecting the trench to avoid any accident including making arrangement of road light during the night. |
| 4 | Dewatering from the excavated trenches for repairing any type of pipe line including Hire Charge of pump/ carring/ Fuel & lubricant/ Operator etc. for big dia pipes more than 200 mm dia all complete as per direction of E.I.C (This item will be executed after the permission of E.I.C) |
| 5 | Making lighting arrangement for continuation work during night including all charges (Applicable exclusively for emergency situation and as per direction of EIC.) |
| 6 | Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store.d) 150mm dia. |
| 7 | f) 250mm dia. |
| 8 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]i) 80 mm to 150 mm dia pipe |
| 9 | i) 250 mm to350 mm dia pipe |
| 10 | Supply of CIDF Sluice valve (PN-1.0) with cap [IS 14846/2000]d) 150 mm dia |
| 11 | f) 250mm dia. |
| 12 | Supply of C.I D.S Bend Mechanical joint[IS:13382/2004]h) 150 mm 90o |
| 13 | i) 150 mm 45o |
| 14 | j) 150 mm 22.5o |
| 15 | l) 200 mm 90o |
| 16 | m) 200 mm 45o |
| 17 | n) 200 mm 22.5o |
| 18 | Supply of C.I All Socket Tee (Mechanical Joint) [IS:13382/2004] with latest amendmentg) 150 x 150 x 150 mm dia |
| 19 | p) 250 x 250 x 150 mm dia |
| 20 | r) 250 x 250 x 250 mm dia |
| 21 | Supply of C.I Flange socket T.P (M.J)as per [IS:13382/2004] with latest amendmentd)d) 150 mm dia |
| 22 | e) 200 mm dia |
| 23 | Supply of C.I Flange spigot T.P (M.J)as per [IS:13382/2004] with latest amendmentd) 150 mm dia |
| 24 | e) 200 mm dia |
| 25 | Supply of CI Temper Proof Air Valve [IS: 14845/2000] cl Body, SS Ball- AWWAC-512, Drill as IS 1538a) 80 mm dia |
| 26 | 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. |
| 27 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof.(a) upto 150 mm. thick |
| 28 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 29 | 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. |
| 30 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 31 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (Avg.distance 40 km.)a) Pakur Variety. |
| 32 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.a) Pakur Variety. |
| 33 | Reinforcement for reinforced concrete work in all sorts of structure including distribution bars stirrups, binders etc initial straighting and removal losse rust if necessary cutting requiste length hooking and bending to correct shape placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.a) for works infoundation basement and up to roof of ground floor/upto 4m.i) Tor steel/Mild Steel.II.JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL |
| 34 | Hire and labour charges for shuttering with centering and necessery staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and stricking out after completion of works (upto roof of ground floor).(a) 25mm to 30mm thick wooden shutering as per deceision & direction of engineer-in-charge. |
| 35 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 36 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface].(i) With 1:6 cement mortar (a) 15 mm thick.. |
| 37 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground floor:(i) One coats. |
| 38 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat).a) Normal Acrylic Emulsion. |
| 39 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including Smoothening surfaces by sand papering etc. |
| 40 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :b) On steel or other metal surface, With super gloss (hi-gloss) -(iv) Two coats (with any shade except white) |
| 41 | ADD GST @ 18% |
| 42 | ADD CESS @1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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