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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.7 LAccepted-Finance CITY CENTER GWALIOR P J ENCLAVE | GWALIOR | MADHYA PRADESH | 474001 | ₹61.7 L | L1 | Accepted-Finance Accept |
| 2 | L2₹75.4 LRejected-Finance LAL BAHADUR SHASTRI NAGAR BRAJ VIHAR COLONY GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹75.4 L | L2 | Rejected-Finance Reject |
| 3 | L3₹78.7 LRejected-Finance | ₹78.7 L | L3 | Rejected-Finance Reject |
Tender Value
₹81.1 L
EMD Value
₹60,842
Closing Date
27 Apr 2026, 5:30 pmClosed
Sushil katare
GWALIOR MUNICIPAL CORPORATION
Construction of Bituminous road at Gandhi Nagar Zone No. 06 Ward No. 32 file 19/25x3/5
2026_UAD_494416_1
MPGMC/19/25X3/5/Jan/2025-26
Open Tender
Civil Works - Others
60 days
Jankarya Deparment
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹60,842
14 May 2026
25 Mar 2026
29 Apr 2026
26 Mar 2026
27 Apr 2026
17 Apr 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 |
|---|---|---|---|---|---|
| 1Dismantling of flexible pavement sand disposal of dismantled materials upto a lead of 1000 meter ,stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.By Manual Means.Bituminous courses | |||||
| 2Excavation for road way in soil by manual means including loading in tippers and disposal with all lifts and lead upto 1000 meters and as per relevant clauses of section-300. | |||||
| 3Wet Mix Macadam Base (WMM) by Plant mix method. 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 mateDeduction if paver is not used for spreading.rial 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. | |||||
| 4Providing 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 relevant clauses of section-503 @ 0.25 kg per sqm (normal bituminous surfaces) | |||||
| 5Providing and laying bituminous macadam with hotmix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete in all respects and as per relevant clauses of section-504. for Grading II( 50-75mm thickness ) bitumen content 3.4% (VG-30) | |||||
| 6Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder,transporting the hot mix to work site,laying with a 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 relevant clauses of section-507.(lime or cement will be used as filler).for Grading II ( 30-40 mm thickness ), Bitumen content 5.4% (VG-30) | |||||
| 7Providing and applying 2.5 mm including reflectorising glass beds @ 250 gms 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 tank heater and profile shoe heater, driven by experienced 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 of MORTH. | |||||
| 8Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or plywood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete. | |||||
| 9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth level. Cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate | |||||
| 10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate | |||||
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