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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC | ₹5.1 Cr Quoted ₹4.1 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹4.7 CrRejected-Finance | ₹4.7 Cr | L2 | Rejected-Finance NOT L1 |
| 3 | L3₹5.0 CrRejected-Finance | ₹5.0 Cr | L3 | Rejected-Finance NOT L1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
Tender Value
₹5.5 Cr
EMD Value
₹5.5 L
Closing Date
21 Jan 2026, 5:00 pmClosed
Chief General Manager
MPRRDA HO, 3rd Floor, Vikas Bhawan, Arera Hills, Bhopal
Construction / Upgradation of Road/ CD works including maintenance for Five year after construction-UPG.
2025_MPRRD_471444_3
NIT-1243-UPG
Open Tender
Civil Works - Roads
365 days
Dewas
Please refer Tender document
7 documents required · 7 mandatory
₹23,600
₹5.5 L
15 Apr 2026
31 Dec 2025
23 Jan 2026
31 Dec 2025
21 Jan 2026
1 Jan 2026
Construction of Rural Roads / CDs Works under Upgradation Package No. MP10UPG023 (Offer Based on SSR issued by MPRRDA w.e.f 01-01-2024 as per detailed BOQ attached in Annex-II A.
Please Enable Macros to View BoQ information
MPRRDA,PIU - DEWAS
Bill of Quantity
Details for the Percentage(%) Rate Tender
Based on SSR w.e.f. SSR 01/01/2024)
District :- DEWAS PIU - DEWAS Package No. :- MP10UPG023
Tonkkhurd
Total of Roads Length (in Km)
Amount of Construction Cost
Amount of Maintenance Cost
Total Amount of PAC
Scarifying the existing Bituminous road surface up to a depth of 50 mm and disposal of scarified material as directed by Engineer-in-Charge with a lift upto 3 m as per Technical Specification Clause 301.4.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricating and aintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
Dense Graded Bituminous Macadam (as per MORTH specification clause No. 507 complete) to be included in DPR only after prior written permission of CGM Providing and laying dense graded bituminous macadam with appropreate batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects.
AT RD 1400 to 5145m (For widining)
AT RD 1400 to 5145m
(A)Cement Concrete Pavement M 30 Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, dowel bars 25mm dia and 500mm long @25cm c/c or as per design, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Construction of Joints in Cement Concrete Slab Cutting of joint in Cement Concrete slab (panelled slab) by joint cutting machine 1/4 to 1/3 depth of concrete slab as per MORD 2014 Clause no. 1501.8 (Unsealed Joint) (iv ) For 12.5 cm thick CC Slab (Running meter of Joint)
(A) (ii) Ordinary Kilometer Stone (Precast)
(A) (iii) 200 m stone (precast)
(C )800 mm x 600 mm rectangular
(E) 600 mm equilateral & triangle
Civil Work Construction Cost Rs.
Maintenance Cost Rs.
Total PAC for Package Rs.
Total Maintenance Cost
Total Maintenance Cost
Total Maintenance Cost
Genral Manager
MPRRDA
PIU - DEWAS
MPRRDA,PIU- DEWAS
Details for the Percentage(%) Rate Tender
(As per SSR w.e.f. SSR_01-01-2024)
District :- DEWAS PIU - DEWAS, Package No. :- MP10UPG023
Khategaon
Total of Roads Length (in Km)
Amount of Construction Cost
Amount of Maintenance Cost
Total Amount of PAC
Geneeral Manager
MPRRDA,PIU-DEWAS
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BOQ Comparative Chart
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