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Tender ID
Tender Value
₹1.1 Cr
EMD Value
₹54,906
Closing Date
23 Apr 2026, 5:30 pmClosed
SHUSHIL KATARE
GWALIOR MUNICIPAL CORPORATION
Niham Nidhi Construction of B.T Road At Hazirz To Birla nagar Birigh Birigh Zone 12 Ward no 05. File No.05/26X3/5.
2026_UAD_493226_1
MPGMC/05/26x3/5/jan/2025-26
Open Tender
Civil Works - Others
Percentage
120 days
JANKARYA DEPARTMAENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹12,500
₹54,906
30 Apr 2026
23 Mar 2026
25 Apr 2026
24 Mar 2026
23 Apr 2026
13 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 |
|---|---|---|---|---|---|
| 1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200 Bituminous courses | 1 | cum | - | - |
| 2 | Excavation for roadway in soil including loading and unloading in/from truck for carrying suitable cut earth to embankment site and disposing off unsuitable earth with
all lifts and lead up to 1000 Meters as per Section-300 of the specifications. | 1 | Cum | - | - |
| 3 | 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. | 1 | cum | - | - |
| 4 | Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller including all leads and lifts confirming to Section 407 of specifications to form a layer of Base. | 1 | Cum | - | - |
| 5Providing 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) | |||||
| 6Providing 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) For Grading I (75-100mm thickness) bitumen content 4.0% (VG-30) | |||||
| 7 | Providing 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).or Grading II ( 30-45 mm thickness ), Bitumen content 5.4% (VG-30) | 1 | cum | - | - |
| 8Providing and applying 2.5 mm including reflectorising glass beds @ 250 gm 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 Section 803 of specifications. | |||||
| 9Supplying and installation road delineators (road way indicators) as per Section 806 of the specifications. The structure shall be made in roll forming process having height of 800-900 mm above the ground level, width not less than 100 mm and shall extend not more than 200- 300 mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC:79, are as directed by the Engineer-in-Charge. The guide post with pure polyester powder coating with minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting confirming to IRC:67 and ASTMD-4956 shall be pasted on both sides complying to IRC:79. The delineator should consist of minimum retro reflective unit exposed area of 330 cm2 white colour, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC:67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI label specification. The delineator shall have grooves across the- length to make the reflective sheets vandal-proof. | |||||
| 10Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.above plinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc.Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate. | |||||
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