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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 CrAccepted-AOC | ₹11.0 Cr | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹11.4 Cr+₹38.9 L (3.55%)Rejected-Finance | ₹11.4 Cr+₹38.9 L (3.55%) | L2 | Rejected-Finance L2 BIDDER |
| 3 | L3₹12.0 Cr+₹1.0 Cr (9.48%)Rejected-Finance | ₹12.0 Cr+₹1.0 Cr (9.48%) | L3 | Rejected-Finance L3 BIDDER |
| 4 | L4₹13.9 Cr+₹3.0 Cr (26.9%)Rejected-Finance | ₹13.9 Cr+₹3.0 Cr (26.9%) | L4 | Rejected-Finance L4 BIDDER |
| 5 | L5₹14.2 Cr+₹3.2 Cr (29.2%)Rejected-Finance SIMULTALA AGARPARA PANIHATI KOL 700109 | PANIHATI | NORTH 24 PARGANAS | WEST BENGAL | 700109 | ₹14.2 Cr+₹3.2 Cr (29.2%) | L5 | Rejected-Finance L5 BIDDER |
Tender Value
₹17.7 Cr
EMD Value
₹10 L
Closing Date
7 Aug 2024, 5:00 pmClosed
SE EC
Office of the Superintending Engineer, Eastern Circle Postal Address - Jalasampad Bhawan, 8th Floor, Salt Lake, Kolkata-700091
Construction of Sundarban embankment for a length of 620 m from Ch. 22.5 k.m to Ch. 23.125 k.m at Mouza - Chemaguri facing Bay of Bengal in Block and P.S-Sagar
2024_IWD_714910_2
WBIW/SE/EC/NIT-02(e)/2024-2025
Open Tender
CIVIL WORKS
Percentage
365 days
Mouza - Chemaguri
Please refer Tender documents.
6 documents required · 6 mandatory
₹10 L
Yes
O/O SE EC
11 Sept 2026
16 Jul 2024
9 Aug 2024
16 Jul 2024
7 Aug 2024
22 Jul 2024
22 Jul 2024
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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation in all kinds of soil for making embankments, repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land, including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile,levelling as per direction ofthe Engineer-in-charge within a lead of, NB : Measurement to be taken on the basis of stack measurement/prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. Note: The rate is inclusive for compensation for earth for land owned and arranged by the contractor add Rs. 25.00 per cum extra over rate of E/W for land owned /arranged by the Department . Royalty charges on earth @ Rs. 29.00 per cum & cesses charges @ Rs. 5.30 per cum (i.e., Rs. 15.00 per 100 cft.), as per Govt. notification , which will be paid on production of necessary documents in support of payment made towrds the royalties & Cesses. | |||||
| 1.01 | Beyond 1.00 km. upto 2.00 km. | 19,572.66 | Cum. | 341.21 | ₹66,78,387.32 |
| 1.02 | Beyond 2.00 km. upto 3.00 km. | 42,407.43 | Cum. | 350.74 | ₹1,48,73,982 |
| 2 | Earthwork in making new embankment/ringbundh/retired embankment by excavation of earth from borrow pits in all kinds of soil including making berms and depositing the same in layers not exceeding 25cm. asper profile within an initial lead of 30 metre and lift of 1.5 metre including cost of nicking out lines,dug-belling, putting profiles, cutting and removing thick and thorny jungles, uprooting trees and stumps of all sizes upto30cm.,girth from the site alignment as perdirection of the Engineer-in-Charge including dewatering, removal of weeds ,carcasses, organicmatteretc., if any,breaking clods,rough dressing ,watering,ramming,compacting etc. complete. (Work to be executed on section measurement by pre-work & post-work level section)A. Where land for earth owned/arranged by the Department. | 3,262.11 | Cum. | 140.63 | ₹4,58,750.53 |
| 3 | Earth work from borrow pits over existing embankment or for repairs to embankment, closing breachesetc.within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. | 8,612 | Cum. | 96.54 | ₹8,31,402.48 |
| 4 | Compacting earthwork in embankment in layers of 25 cm. by power roller or by any other mechanical means, like tractor driven sheep foot roller/ vibrating plate compactor earth rammer etc., (not at OMC) including necessary watering, labour charges, hire charges of all materials, tools & plants etc. and including cost and supply of all materials complete as per direction of the Engineer-in-charge.
(Payment will be made on the basis of Pre-work & Post-work level) | 66,747 | Cum. | 27.41 | ₹18,29,535.27 |
| 5 | Earthwork 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 metre 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. | 5,648.42 | Hundred Cum. | 14,214.6 | ₹8,02,90,030.93 |
| 6 | 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. | 3,389.05 | Hundred Cum. | 9,241.22 | ₹3,13,18,975.12 |
| 7 | 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) (When the height of a particular floor is more than 4 m. the equivalent floor height shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 12 (e) for every 4 m. or part thereof).
A) 25 mm to 30 mm shuttering without staging in foundation. | 1,123.11 | Sqm. | 323.82 | ₹3,63,685.48 |
| 8 | 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 including cost and carriage of all materials complete.
Cement : PPC/PSC/OPC 33
A) Pakur Variety. | 485.77 | Cum. | 9,876.25 | ₹47,97,585.96 |
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