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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 LAccepted-Finance SIKANDAR KAMPOO GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹16.2 L | L1 | Accepted-Finance Accept |
| 2 | L2₹17.3 LRejected-Finance 2ND FLOOR 261 BATASIYA PLAZA JIWAJI NAGAR GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹17.3 L | L2 | Rejected-Finance Reject |
| 3 | L3₹17.6 LRejected-Finance NA | NA | NA | 121004 | ₹17.6 L | L3 | Rejected-Finance Reject |
| 4 | L4₹17.6 LRejected-Finance CITY CENTER GWALIOR P J ENCLAVE | GWALIOR | MADHYA PRADESH | 474001 | ₹17.6 L | L4 | Rejected-Finance Reject |
Tender Value
₹22.0 L
EMD Value
₹16,484
Closing Date
19 Jan 2026, 5:30 pmClosed
Shushil Katare
Municipal Corporation Gwalior
(CM MONIT) Construction work of Bituminous Road bhagwan singh yadasv banglow to jawahar colony tiraha, Ward 54. Zone 21, File No.55/25X3/5.
2025_UAD_469762_1
MPGMC/55/25x3/5/jan/2025-26
Open Tender
Civil Works - Others
120 days
Jankarya Department
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹16,484
6 Mar 2026
19 Dec 2025
21 Jan 2026
20 Dec 2025
19 Jan 2026
9 Jan 2026
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well-prepared surface and compacting with vibratory roller to achieve the desired density. Deduction if paver is not used for spreading. ( taking 15% of area)
Providing and applying Tack Coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the specifications.. @0.30 kg per sqm (dry & hungry bituminous surfaces/ granular surface streated with primer)
Providing and laying Dense Bituminous Macadam with hot mix plant batch using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per Section 505 of the specifications. (As specified, Lime or cement will be used as filler)r For Grading II (50-75mm thickness) bitumen content 4.5% (VG-30)
Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications. For Grading II (30-45 mm thickness) with VG-30 bitumen @ 5.4%
Road Marking with Hot Applied Thermoplastic Compound with Retro- Reflectorising Glass Beads Providing and applying 2.5 mm including reflector is in glass beds @ 250gms per sqm area thick road marking strips (retro- reflective) of specified shade /colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tankheater and profile shoe heater, driven byexperienced operator on road surface including cost of material, labour, T&P,cleaning the road surface of all dirt, seals, oil, grease and foreign material etc.complete as per direction of Engineer-in-charge and as per clause 803 ofMORTH
Providing Brick masonry in cement mortar 1:3 (1 cement :3 sand) with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15%) in foundation complete excluding pointing and plastering, as per drawing and technical specifications and as per sections 1000, 1300 and 2100 of the specifications.
Plastering with cement mortar (1:3) on brickwork in sub-structure as per Technical specifications
Earth work in excavation for drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed..All kinds of soil ( for drain)
Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :beams, plinth beams
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.
Providing and laying non-pressure NP3 class (Medium duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand)Size 300 mm dia. meter.
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