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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 CrAccepted-AOC BC 32 SALT LAKE CITY SECTOR I KOLKATA 700064 WEST BENGAL | KOLKATA | KOLKATA | WEST BENGAL | 700064 | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹10.0 Cr+₹22.1 L (2.25%)Rejected-Finance BC 32 GROUND FLOOR SECTOR I BNCC POST OFFICE SALT LAKE CITY NORTH 24 PARGANAS WEST BENGAL 700064 | 24 PARAGANAS NORTH | WEST BENGAL | 700064 | L2 | Rejected-Finance L2 BIDDER | |
| 3 | L3₹11.8 Cr+₹2.0 Cr (20.8%)Rejected-Finance MORANROAD CHANDERNAGORE | CHANDERNAGORE | L3 | Rejected-Finance L3 BIDDER | |
| 4 | Rejected-Technical 138 PURBA PALLY KOLKATA 700078 | KOLKATA | KOLKATA | WEST BENGAL | 700078 | - | Rejected-Technical FORM 1 AND 2 NOT SUBMITTED,NO SIMILAR TYPE CREDENTIAL | |
| 5 | Rejected-Technical 138 PURBA PALLI KOLKATA PIN 700078 | KOLKATA | KOLKATA | WEST BENGAL | 700078 | - | Rejected-Technical FORM 1 AND 2 NOT SUBMITTED,NO SIMILAR TYPE CREDENTIAL |
Tender Value
₹11.0 Cr
EMD Value
₹10 L
Closing Date
1 Feb 2021, 5:00 pmClosed
SE EC
Office of the Superintending Engineer Eastern Circle Postal Address - Jalasampad Bhawan, 8th Floor, Salt Lake, Kolkata-700091
Slope protection of both banks of Keorapukur Khal by Precast Block Lining for a length of 5000 m in between Ch.1000 m and Ch. 10000 m within Kolkata Municipality Corporation and Bishnupur- I Block in South 24 Parganas
2021_IWD_314068_1
WBIW/SE/EC/NIT-08(e)/2020-21
Open Tender
CIVIL WORKS
Percentage
150 days
Keorapukur Khal
Please refer Tender documents.
4 documents required · 4 mandatory
₹10 L
Yes
O/O SE EC
5 Mar 2021
11 Jan 2021
4 Feb 2021
11 Jan 2021
1 Feb 2021
15 Jan 2021
15 Jan 2021
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 |
|---|---|---|---|---|---|
| 1Earth 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, levelling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge. A) In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means . i) upto 3 m depth. | |||||
| 1.01 | Without pumping out water but including shoring as required | 3,733.5 | Each | 130.09 | ₹4,85,691.02 |
| 2 | Ordinary Cement concrete (mix 1:11/2 :3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.
A) Pakur variety. | - | Cum | 6,563.68 | - |
| 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 shuttering without staging in foundation. | 20,478.3 | Sqm | 236.42 | ₹48,41,479.69 |
| 4 | Precast cement concrete blocks or lining units as per designed size ( 0.60 m x 0.60 m ) and specification, with well graded stone metal aggregate, includingdressing, ramming, shuttering, finishing the top surface with 1:3 cement and sand mortar, curing, transporting and laying the blocks or lining units at worksite in position, over filter, layer, keeping a gap of 6mm between the adjacent units, by sue of removable plyboards or non removable thermocol boards, with all leads and lifts, including supply and carriage of all materials complete.
A) With Stone Aggregate (Pakur, North Bengal or Rajmahal varieties).
i) Nominal Mix. 1:1.5:3 with 20 mm down coarse aggregate. | - | Cum | 7,080.02 | - |
| 5 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurements will be on finished work / in stack after deducting necessary void).
A) 1st class brick ballast. | - | Cum | 2,113.08 | - |
| 6 | Disposal / carriage of excavated earth / materials outside Government land by truck or by any other conveyance over kancha / pucca road including making access for plying the truck or any other conveyance beyond 300 m from the excavated point including cost of stacking, loading, unloading, transporting, arrangement of land, if required by agency, spreading and levelling as necessary etc. complete.
(Measurement : By stacks at loading point after deducting voids as per rule. (This item can only be used after obtaining permission from the concerned Superintending Engineer). | - | Cum | 132.35 | - |
| 7 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.
A) 15 cm av. Diameter. | - | Metre | 245.47 | - |
| 8 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
A) 15 cm av. Diameter. | - | Metre | 118.78 | - |
| 9 | Taking out Jhaw / Eucalyptus piles from river bed or from elsewhere including carrying, stacking materials in the nearest stack yard.
A) Up to 17.5 cm. diameter. | - | Metre | 13.35 | - |
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