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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Finance | -2.66% | ₹4.0 L | L1 | Admitted-Finance |
| 2 | L2₹4.2 LAdmitted-Finance 1 250 Y KODIKULAM KODIKULAM POST MADURAI 625 104 | MADURAI | MADURAI | TAMIL NADU | 625104 | +1.00% | ₹4.2 L | L2 | Admitted-Finance |
| 3 | L3₹4.2 LAdmitted-Finance | +1.50% | ₹4.2 L | L3 | Admitted-Finance |
Tender Value
₹4.1 L
EMD Value
₹8,300
Closing Date
7 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER, DIVISION-IX, SWTP,WS, KMDA
KOLKATA METROPOLITAN DEVELOPMENT AUTHORITY, OFFICE OF THE EXECUTIVE ENGINEER, DIVISION-IX, SWTP, CHOWDHURY PARA LANE, SERAMPORE, HOOGHLY.
Repairing and replacement of dilapidated mechanical floculator bridge rail of 27 MLD and 4.5 MGD WTP along with other ancillary works within Serampore Municipality (2nd call)
2026_KMDA_1029190_1
43/3T-01/IX /SWTP/2026-27 (2nd call) Dated- 19/06/2026
Open Tender
CIVIL WORKS
Percentage
30 days
Serampore
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹8,300
14 Jul 2026
29 Jun 2026
9 Jul 2026
29 Jun 2026
7 Jul 2026
29 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 |
|---|---|---|---|---|---|
| 1M.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-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, 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. | |||||
| 1.01 | Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structural members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. | - | - | - | - |
| 1.02 | a) For structural members of specified sections weighing less than 22.5 Kg./m | - | MT | - | - |
| 2Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof. | |||||
| 2.01 | (a) upto 150 mm. thick | 1 | Cu.M. | - | - |
| 3Reinforcement 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 | |||||
| 3.01 | (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL | - | MT | 1 | - |
| 4Hire 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). | |||||
| 4.01 | a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge. | - | Sqm | - | - |
| 5Brick work with 1st class brick in cement mortar (1:4). | |||||
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