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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-Finance | L1 | Accepted-Finance OK | |
| 2 | L2₹14.0 L+₹2.3 L (19.1%)Accepted-Finance | L2 | Accepted-Finance OK | |
| 3 | Rejected-Technical BARMER | RAJASTHAN | 344001 | - | Rejected-Technical Affidavit | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received | |
| 5 | Not Admitted-Fee/PreQual/Technical MC GOHANA | KARNAL | HARYANA | 132001 | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹14.2 L
EMD Value
₹28,400
Closing Date
27 Jan 2026, 6:00 pmClosed
EO MUNICIPAL BOARD DUNDLOD
EO MUNICIPAL BOARD DUNDLOD
Construction of boundary wall of waste water pond in ward no 01
2026_DLB_529199_1
2026_DLB_529192_2
Open Tender
Miscellaneous Works
Percentage
60 days
Construction of boundary wall of waste water pond
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EO MUNICIPAL BOARD DUNDLOD
₹28,400
Yes
3 Feb 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m
Earth filling with available surplus soil excavated from foundations and taken only from outside of building plinth in layers not exceeding 20cm in depth, consolidating each deposited layer including ramming and watering and consolidation with lead up to 50 m and lift upto 1.5 m.
Carriage of Materials by mechanical transport including loading,unloading and stacking ::Earth 5 Km
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Cement Plastering on new surface of walls including ( T&P) Scafolding material & complete labour for fixing of material for including cost of water & curing racking of joints cement sand mortar 1:6 ( 20 mm thick.)
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead :
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around. d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately For the purpose of measurement the entire treated surface will be measured.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
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