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Tender Value
₹4.7 L
EMD Value
₹9,355
Closing Date
18 Jun 2026, 1:30 pm3d left
EE PWD HD
ONKARMAL JETIA ROAD HOWRAH
Erection of new foldable gate on the entry ramp of Nabanna near Picket No 1 over the 2nd Hoogly Bridge during the year 2026 27
2026_WBPWD_5015283_4
WBPWD/EE/HD/NIeT3/2026/27
Open Tender
CIVIL WORKS
10 days
HOWRAH
Referred to Tender Documents.
4 documents required · 4 mandatory
₹9,355
11 Jun 2026
11 Jun 2026
20 Jun 2026
11 Jun 2026
18 Jun 2026
11 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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.ii) For other Structural works like galleries etc. | 1 | MT | 74,900 | ₹74,825.1 | - |
| 2 | 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.III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m | - | MT | 75,266 | - | - |
| 3 | Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design. | - | kg | 409 | - | - |
| 4 | Supplying, fitting and fixing glass reinforced polyester translucent fiber sheet 300mm wide in half round gutter in roof as per IS: 12866 - 1989 fitted and fixed with 50 X 6mm MS Clamp with necessary bolts and nuts, screws and jointing material complete as per direction of Engineer - in - Charge.a) 1.6mm +/- 0.2 mm thick sheet. i) Natural white or tinted blue colour | - | sq.m | 783 | - | - |
| 5 | 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. | 1 | cu.m | 119.27 | ₹119.15 | - |
| 6 | (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) (B) Do - by fine sand | - | cu.m | 951.83 | - | - |
| 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 1 | sq.m | 357 | ₹356.64 | - |
| 8 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.(a) 1:3:6 proportion | - | cu.m | 4,778 | - | - |
| 9 | Brick work with 1st class bricks in cement mortar (1:6). (a) In foundation and plinth | - | cu.m | 5,292 | - | - |
| 10 | 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.(i) Pakur Variety | 1 | cu.m | 5,846.59 | ₹5,840.74 | - |
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