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Tender Value
₹1.1 L
EMD Value
₹2,176
Closing Date
30 Sept 2026, 4:00 pm3d left
BDO, Naxalbari DevBDO Naxalbari Development Office
Naxalbari Development Office
Repairing work at Mohasingh Jote Primary School, Naxalbari Block, Under Hatighisa GP, Fund School Education Fund, FY 25-26
2026_DMD_5074514_6
NIeT NO- 57/NXL/2025-26 (3rd call) Part II, Date- 23/09/2026
Open Tender
CIVIL WORKS
Percentage
30 days
Naxalbari Development Office
Referred to tender documents
2 documents required · 2 mandatory
₹0
₹2,176
Yes
23 Sept 2026
23 Sept 2026
5 Oct 2026
23 Sept 2026
30 Sept 2026
23 Sept 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 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(ii ) River Bazree | 0.38 | m3 | 4,745 | ₹1,803.1 |
| 2 | 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 and upto roof of ground floor/upto 4 m
I. SAIL/ TATA/RINL | 0.05 | MT | 62,542 | ₹3,252.18 |
| 3 | 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. | 6 | m2 | 328 | ₹1,968 |
| 4 | Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor | 0.23 | m2 | 5,395 | ₹1,240.85 |
| 5 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | 7.5 | m2 | 674 | ₹5,055 |
| 6 | 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
(b) 20 mm thick plaster | 9 | m2 | 161 | ₹1,449 |
| 7 | 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
(b) 15 mm thick plaster | 9 | m2 | 141 | ₹1,269 |
| 8 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineerin- Charge 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 | 9 | m2 | 67 | ₹603 |
| 9 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification)
including cleaning and smoothning of surface.
Two Coats | 9 | m2 | 70 | ₹630 |
| 10 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-
Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished tructural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.
i) For roof truss works | 0.36 | MT | 74,284 | ₹26,965.09 |
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