Tender For Maintanance & Repair Of Boundary Wall Near Godown And Quarters Of Phansidewa Irrigation Colony, Phansidewa, Darjeeling Under Mahananda Canal Sub Division- Ii Within Mahananda Barrage Division
Tender Value
5.99 Lakhs
Estimated cost
Bid Submission
25 Nov 2026
18 days left
EMD
11990
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
Darjeeling → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintanance & Repair Of Boundary Wall Near Godown And Quarters Of Phansidewa Irrigation Colony, Phansidewa, Darjeeling Under Mahananda Canal Sub Division- Ii Within Mahananda Barrage Division
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. (a) In Ground Floor including roof. |
| 2 | (c) Extra rate for careful dismantling andrecovering at least 150 no of useable bricks per cum. |
| 3 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed |
| 4 | 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. |
| 5 | 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 |
| 6 | 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. |
| 7 | 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. |
| 8 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m 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 striking out after completion of works (upto roof of ground floor) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer- in - charge. |
| 9 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite 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 in foundation, basement and upto roof of ground floor/ upto 4 m. (i) Tor steel /Mild steel ii) Other than SAIL/TATA/RINL |
| 10 | 125 mm thick brick work with 1st Class bricks in cement mortar (1:4) in ground floor (Using recoverd departmental brick) |
| 11 | 125 mm thick brick work with 1st class bricks in cement morter (1:4) in ground floor . |
| 12 | Plaster (to wall, floor, ceiling etc) with sand and cement morter including rounding off or chanfering corners as directed and racking out joints, including throating, nosing and drip course, scaffolding/staging where necessary (Ground Floor). (Excluding cost of chipping over concrete surface).i) With 1:4 cement morter. |
| 13 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 14 | M.S. structural works in columns, beams etc. with simple rolledstructural 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. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make byadding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight f or finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 15 | Supplying , fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing ( holes already made in the body of the post ) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples, straining bolt and binding wire where necessary . ( Payment to be made on the length of individual lines of wire.) |
| 16 | Supplying galvanised staples fitted and fixed complete.(a) 19 mm. to 25 mm. size (a) 19 mm. to 25 mm. size Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysNov 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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