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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-Finance | ₹2.7 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹2.7 L+₹79.71 (0.03%)Rejected-Finance | ₹2.7 L+₹79.71 (0.03%) | L2 | Rejected-Finance Comparatively Higher Bidder |
| 3 | L3₹2.7 L+₹159.43 (0.06%)Rejected-Finance | ₹2.7 L+₹159.43 (0.06%) | L3 | Rejected-Finance Comparatively Higher Bidder |
Tender Value
₹2.7 L
EMD Value
₹5,315
Closing Date
28 May 2026, 3:00 pmClosed
S.D.O., K.K.B. PROJECT SUB-DIV NO-III
K.K.B. PROJECT SUB-DIV NO-III SABANG PASCHIM MEDINIPUR 721144
Renovation of Hume pipe Sluice at Kerur and Sechchak over Left and Right Ex Zamindary Embankment of Kalimandap Khal at Mouza-Kerur and Uchitpur in Block and PS- Sabang, Dist. Paschim Medinipur.
2026_IWD_1024808_2
WBIW/KKBPSD-III/eNIT01/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
K.K.B. PROJECT SUB-DIVISION NO-III
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,315
Yes
5 Jun 2026
20 May 2026
28 May 2026
20 May 2026
28 May 2026
21 May 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 | Dismantling Brick/Tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
(b) Cement mortar | 1 | Cum | 333.7 | ₹333.37 |
| 2 | 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 .
I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.
a) upto 3 m depth
(iv) Without pumping out water and shoring | 1 | Cum | 135.87 | ₹135.73 |
| 3 | 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 | 1 | Cum | 109.65 | ₹109.54 |
| 4 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials.
(a) In 1:4 proportion. | - | Cum | 6,629.56 | - |
| 5 | 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.
b) 20 mm thick plaster | - | Sqm | 202.86 | - |
| 6 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc. complete as per direction of the Engineer-in-charge.
(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. | - | Cum | 129.91 | - |
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