Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-Finance 301 MODERN PARK 7A AVENUE EAST FIRST STREET KOLKATA 700075 | KOLKATA | KOLKATA | WEST BENGAL | 700075 | ₹2.7 L | L1 | Accepted-Finance ACCEPTED as the bid is L1 |
| 2 | L2₹2.7 LRejected-Finance | ₹2.7 L | L2 | Rejected-Finance REJECTED as the bid is not L1 complying to circular of UD and MANo493 (130)/MA/C-10/ Misc-14/ 2018 dtd. 11.04.2018 |
| 3 | L3₹2.8 LRejected-Finance | ₹2.8 L | L3 | Rejected-Finance REJECTED as the bid is not L1 complying to circular of UD and MANo493 (130)/MA/C-10/ Misc-14/ 2018 dtd. 11.04.2018 |
Tender Value
₹2.7 L
EMD Value
₹5,500
Closing Date
7 Mar 2026, 1:00 pmClosed
Executive Engineer (JAI HIND JAL PRAKALPA)
Office of the Executive Engineer (JAI HIND JAL PRAKALPA), Kolkata Municipal Corporation Kolkata -700105
RENOVATION OF MS FABRICATED SHED FOR SECURITY GUARD BESIDE GATE NO-1 AT JAI HIND JAL PRAKALPA.
2026_KMC_1008877_1
KMC/WS/JHJP/55/2025-2026
Open Tender
MECHANICAL
14 days
Jai Hind Jal Prakalpa
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5,500
26 May 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
7 Mar 2026
21 Feb 2026
M.S. structural works with hollow sections (square or rectangular shape) conforming to IS:806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work.Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For roof truss works a)Span up to 12 Mtr
Sypply of E.R.W.M.S. (Electrical Resistant Welded M.S.) black pipe of ISI Mark as per relevent IS Specification ( heavy quality ) having wall thickness not less than 5 mm. [N.B.: The rates for supply of TATA Make pipe will be arrived at by adding 20% of the corresponding rates ] Diameter in mm (Internal)
Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor) (i) In Roof:- c) With 0.80 mm thick sheet
M.S PLATE AS PER IS : 2062 -2011/LATEST REVISION, MAKE :SAIL/ TATA/JINDAL B) ABOVE 2 MM UPTO 10 MM THICKNESS
Supplying, fitting, fixing bolts with nuts, washer (ii) 20 to 25 mm dia bolt: (b) Length above 75 mm and upto 150 mm.
Welding in M.S. structural work with gas or electric: (a) Tack weld
Earth work 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 m. 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.
Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor(A) [Pakur Variety](a) 1:3:6 proportion
Coating of 'Epoxy' Resin of thickness not less than 160 micron with a lowviscosity, crystallization-resistant epoxy resin base with a reactive diluents combined with high build epoxy amine adducts as per BS 5493 standard and a polyamide or amido polyamine or any other suitable hardener. It shall react with epoxy resin at normal ambient temperature, suitable for solvent-free coatings as per recommended proportion for use on metal,concrete and wood surface to protect from corrosion as well as damage from chemical reaction after making the surface free from dust, oil and moisture etc. all complete as per instruction and to the satisfaction of ElC. [This item will be operated on prior permission from the concerned SE/Dy Chief Engineer]
Estimated amount
Add: 18%GST
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.40 MB
BOQ_2476976.xls
BOQ • 0.27 MB
T.pdf
Tender Documents • 0.17 MB
Download all tender documents and submit your bid