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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC 01 VIJAY LAXMI NAGAR NEAR DEENDAYAL NAGAR GWALIOR M P 474001 | GWALIOR | GWALIOR | MADHYA PRADESH | 474001 | ₹3.4 Cr Quoted ₹2.8 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹2.9 CrRejected-Finance B 15 FIRST FLOOR PANCHAYAT BHAWAN A B ROAD GUNA M P | GUNA | GUNA | MADHYA PRADESH | ₹2.9 Cr | L2 | Rejected-Finance NOT L1 |
| 3 | L3₹3.1 CrRejected-Finance VILLAGE BHATKHEDI TEHSIL SARANGPUR DISTRICT RAJGARH M P | RAJGARH | RAJGARH | MADHYA PRADESH | ₹3.1 Cr | L3 | Rejected-Finance NOT L1 |
| 4 | L4₹3.1 CrRejected-Finance | ₹3.1 Cr | L4 | Rejected-Finance NOT L1 |
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
9 Jan 2026, 5:00 pmClosed
Chief General Manager
MPRRDA HO, 3rd Floor, Vikas Bhawan, Arera Hills, Bhopal
Repair / maintenance of the Rural Roads/CDs for five years, constructed under Pradhan Mantri Gram Sadak Yojna andother scheme- Post 15 Year
2025_MPRRD_468085_61
MTN-364
Open Tender
Civil Works - Roads
1826 days
Rajgarh-2
Please refer Tender documents.
7 documents required · 7 mandatory
₹17,700
₹2.5 L
22 Apr 2026
18 Dec 2025
12 Jan 2026
18 Dec 2025
9 Jan 2026
19 Dec 2025
MPRRDA,PIU-2 Rajgarh
Bill of Quantity
Details for the Percentage(%) Rate Tender
Based on SSR 01-01-2024
District :- Rajgarh PIU :PIU-2 Rajgarh, Package No. :- MP30FTN026
Narsinghgarh
Narsinghgarh
Narsinghgarh
Narsinghgarh
Narsinghgarh
Narsinghgarh
Total Road Length
PART-I (IR)
Boda-Talen Rd.to Gagar
Boda-Talen Road to Dhuwakhedi
Boda-Talen Rd. to Tuti
Boda to Mahua
Boda to Rosala (T010-Ch. 9300 to 14800)
th MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Rosala to Bamori (T010 ch. 4000 to 9300)
Cutting of branches of trees shrubs and trimming of grass and weeds-Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1915
Part-III (Renewal)
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification Clause 508. (II) Bitumen (VG-30)
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. Case - II : Type B (II) Bitumen (VG-30)
3 % for Extra widening at curves and CDs
Part-III (Renewal)
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification Clause 508. (II) Bitumen (VG-30)
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. Case - II : Type B (II) Bitumen (VG-30)
3 % for Extra widening at curves and CDs
Part-III (Renewal)
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification Clause 508. (II) Bitumen (VG-30)
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. Case - II : Type B (II) Bitumen (VG-30)
3 % for Extra widening at curves and CDs
Part-III (Renewal)
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification Clause 508. (II) Bitumen (VG-30)
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. Case - II : Type B (II) Bitumen (VG-30)
3 % for Extra widening at curves and CDs
Part-III (Renewal)
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification Clause 508. (II) Bitumen (VG-30)
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. Case - II : Type B (II) Bitumen (VG-30)
3 % for Extra widening at curves and CDs
Part-III (Renewal)
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder :- Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification Clause 508. (II) Bitumen (VG-30)
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. Case - II : Type B (II) Bitumen (VG-30)
3 % for Extra widening at curves and CDs
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