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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-AOC | ₹18.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.6 L+₹2,046.53 (0.11%)Rejected-Finance | ₹18.6 L+₹2,046.53 (0.11%) | L2 | Rejected-Finance L2 |
| 3 | L3₹18.6 L+₹2,976.78 (0.16%)Rejected-Finance | ₹18.6 L+₹2,976.78 (0.16%) | L3 | Rejected-Finance L3 |
Tender Value
₹18.6 L
EMD Value
₹37,210
Closing Date
14 Feb 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, KAKDWIP IRRIGATION DIVISION
Irrigation Waterways Directorate Office of the Executive Engineer Kakdwip Irrigation Division Postal address Kakdwip, South 24 Parganas
Construction of new culvert at Mouza- Kamdebnagar facing river Gobadia (R/B) under Patharpratima (I) Sub-Division of Kakdwip (I) Division
2026_IWD_995971_9
WBIW/EE/KIDIVISION/e-NIT- 17 (e)/2025-26
Open Tender
CIVIL WORKS
Percentage
30 days
PATHARPRATIMA
Please refer Tender documents.
4 documents required · 4 mandatory
₹37,210
Yes
24 Aug 2026
31 Jan 2026
16 Feb 2026
31 Jan 2026
14 Feb 2026
31 Jan 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 | Ref. item no-12.01 page 284 of PWD (R) Schedule
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge.
a) upto 3 m depth
(i) With pumping out water including shoring as required. | - | Cum | 147.78 | - |
| 2 | Ref. item no-12.02 page 285 of PWD (R) Schedule
Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. | - | Cum | 109.65 | - |
| 3 | Ref. item no-11.03 page 282 of PWD (R) Schedule
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row. Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(E) 900 mm dia | - | Metre | 5,552.59 | - |
| 4 | Ref. item no-1 page 14 of PWD (B) Schedule
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 1 | Sqm | 426.66 | ₹426.23 |
| 5 | Ref. item no-10 (a) page-26 of PWD (B) Schedule (Analysis item)
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 | - | Cum | 7,556.67 | - |
| 6 | First class Brick work in cement san,t rnortar in steining of well, pier, abutmenl wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out jgints etc. complete including cost and carriage of all materials. (A) In 1:4 proportion
(a) In foundation and plinth | - | Cum | 6,525.25 | - |
| 7 | Ref. item no-1) ii) b) page 189 of PWD (B) Schedule
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]
(ii) With 1:4 cement mortar
(a) 20 mm thick plaster | 1 | Sqm | 225.36 | ₹225.13 |
| 8 | Ref. item no-15 page 192 of PWD (B) Schedule
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
NOTE:Cement 0.152 cu.m per100 sq.m. | 1 | Sqm | 39.02 | ₹38.98 |
| 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 and upto roof of ground floor/upto 4 m
(i) Tor steel / Mild Steel
I. SAIL / TATA / RINL | - | M.T | 65,705.4 | - |
| 10 | PWD(B)/ P- 42 / I- 36(a)
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)
(f) 25 mm to 30 mm shuttering without staging in foundation | - | Sqm. | 249.09 | - |
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