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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.2 CrAdmitted-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | ₹24.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹24.6 CrAdmitted-Finance | ₹24.6 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | DIPAK CHANDRA KAR CONSTRUCTION PVT LTD L2 | Lna Infraprojects Pvt Ltd L1 |
|---|---|---|---|---|---|
| 1.00Road Works Site Clearance | |||||
| 2.00 | Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification Clause 201.
II) By Mechanical Means
A) In area of non-thorny jungle Road No 1=1.13 Hectare + Road No 2=2.61 Hectare + Road No 3=2.11 Hectare + Road No 4=1.26 Hectare = Total 7.11 Hectare | 7.11 | Hectare | 40,047 ₹2.8 L | 80,438.79 ₹5.7 L |
| 3.00 | Scarifying Existing Bituminous Surface to a depth of 150 mm by Mechanical Means
Scarifying existing bituminous road surface by mechanical means to a depth of 150 mm and disposal of scarified material with a lift upto 3m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4 Road No 1=0 Sqm + Road No 2=412.5 Sqm + Road No 3=0 Sqm + Road No 4=0 Sqm = Total 412.5 Sqm | 412.5 | Sqm | 10.2 ₹4,207.50 | 9.51 ₹3,922.88 |
| 4.00 | I. Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRD Technical Specification Clause 202.
(II) By Mechanical Means
(B) Reinforced Cement Concrete grade M-20 & Above . Road No 1=0 Cum + Road No 2=50.58 Cum + Road No 3=32.5 Cum + Road No 4=0 Cum = Total 83.08 Cum | 83.08 | Cum | 490.7 ₹40,767.36 | 1,176.9 ₹97,776.85 |
| 5.00 | Dismantling of Brick soling
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
II) By Mechanical means Road No 1=0 Cum + Road No 2=0 Cum + Road No 3=718.5 Cum + Road No 4=0 Cum = Total 718.5 Cum | 718.5 | Cum | 421 ₹3.0 L | 392.18 ₹2.8 L |
| 6.00 | Making 50 mm x 50 mm Furrows
Making 50 mm x 50 mm furrows, 25mm / 50mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per MoRT&H Technical Specification Clause 404.3.1.
(i) 25 mm deep furrow cutting Road No 1=0 Sqm + Road No 2=1109.13 Sqm + Road No 3=0 Sqm + Road No 4=0 Sqm = Total 1109.13 Sqm | 1,109.13 | Sqm | 10.2 ₹11,313.13 | 10.81 ₹11,989.70 |
| 7.00Earthwork | |||||
| 8.00 | Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000m as per MoRD Technical Specification Clause 302.3. Road No 1=28989.91 Cum + Road No 2=28696.57 Cum + Road No 3=39413 Cum + Road No 4=23653.95 Cum = Total 120753.43 Cum | 1,20,753.43 | Cum | 44.1 ₹53.3 L | 41.11 ₹49.6 L |
| 9.00 | Construction of Embankment with Material Obtained from Roadway Cutting
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5.
A. For spreading beyond 100 m Road No 1=1738.8 Cum + Road No 2=13169.32 Cum + Road No 3=4928.44 Cum + Road No 4=10632.38 Cum = Total 30468.94 Cum | 30,468.94 | Cum | 81.1 ₹24.7 L | 132.84 ₹40.5 L |
| 10.00 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1.
Subgrade Road No 1=527.85 Cum + Road No 2=1915.11 Cum + Road No 3=1426.66 Cum + Road No 4=1215.9 Cum = Total 5085.52 Cum | 5,085.52 | Cum | 200 ₹10.2 L | 217.95 ₹11.1 L |
Tender Value
Refer Docs
EMD Value
₹26 L
Closing Date
18 Sept 2025, 3:00 pmClosed
EE, PWD (RandB), Sabroom Division
EE, PWD (RandB), Sabroom Division
Strengthening and Improvement of roads under World Bank aided project TRESP in Rupaichari Block under Sabroom Division, PWD(RandB). Gr-II
2025_EESV_64537_1
IN-PWD(RandB)-500953-CW-RFB
Open Tender
Civil Works - Roads
540 days
Rupaichari sub-division
Please refer Tender documents.
10 documents required · 10 mandatory
₹10,000
EE, PWD (RandB), Sabroom Division
₹26 L
O/o the Addl Chief Engineer,PandDU,PWD(RandB)
22 Jan 2026
8 Aug 2025
18 Sept 2025
8 Aug 2025
18 Sept 2025
28 Aug 2025
13 Aug 2025 - 20 Aug 2025
22 Aug 2025
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