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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.3 Cr+₹1.1 L (0.89%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | ₹1.3 Cr+₹1.1 L (0.89%) | L2 | Rejected-Finance Being L2 |
| Sl No | Description | Qty | Unit | UNIVERSAL INFRAPROJECT PVT LTD L1 | M/s ESS KAY Construction L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.5m deep and getting out in soft/ loose soil. | 575 | Cum | 100 ₹57,500 | 90 ₹51,750 Lowest |
| 2.00 | Returning ,filling in including spreading , levelling ,watering & well ramming in layers n exc 25cm thick complete all as specified and directed | 25 | Cum | 100 ₹2,500 | 45 ₹1,125 Lowest |
| 3.00 | Spreading and levelling in layers n exc.25 cm thick including well ramming including watering as required | 560 | Cum | 60 ₹33,600 Lowest | 90 ₹50,400 |
| 4.00 | Rolling and consolidating to required gradient and camber of formation surface (cutting or filling ) of roads with 8 to 12 tonne power roller including filling in depressions which occur during rolling complete. | 150 | 10 Sqm | 100 ₹15,000 | 90 ₹13,500 Lowest |
| 5.00 | M&L moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering | 75 | Cum | 450 ₹33,750 Lowest | 900 ₹67,500 |
| 6.00 | M&L 200 mm thick (spread thickness) soling (in two layers of 100mm thick each layers to be rolled & consolidated separately) with grading 63 mm to 90 mm interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller. | 150 | 10 Sqm | 3,000 ₹4,50,000 | 2,250 ₹3,37,500 Lowest |
| 7.00 | M&L for WBM 150mm thick in two layers 75 mm each (compacted thickness) with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), Granite trap or Basalt, spread rolled and consolidated to require gradient and chamber with 8 to 12 tonne power roller. | 150 | 10 Sqm | 2,600 ₹3,90,000 | 1,800 ₹2,70,000 Lowest |
| 8.00 | Preparing unsurfaced WBM surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc, applying evenly a tack coat of cationic bitumen emulsion RS-1 grade @ 10 kg per 10 Sq meters complete all as specified and as directed. | 150 | 10 Sqm | 390 ₹58,500 Lowest | 630 ₹94,500 |
| 9.00 | M&L Bituminous premix semi dense asphaltic concrete using VG-30 and laying (Design mix) 40mm consolidated thickness with binder content VG 30 @ 5.5% by weight of total mix, using 2% Cement OPC 43 grade by wt of total mix as Filler material, Premix shall be mixed in Hot mix plant and laying with mechnical paver finisher, rolled and compacted with power roller exc 8 tonne but not exc 12 tonne capacity to required camber and gradient complete all as specified and directed. | 150 | 10 Sqm | 4,000 ₹6,00,000 Lowest | 4,500 ₹6,75,000 |
| 10.00 | M&L for plain cement concrete 1:4:8 type D2 (40mm graded crushed stone aggregate) as in foundations, fillings & mass concrete complete all as specified. | 17.5 | Cum | 2,500 ₹43,750 | 2,250 ₹39,375 Lowest |
Tender Value
₹1.2 Cr
EMD Value
₹2.0 L
Closing Date
21 May 2026, 6:00 pmClosed
COMMANDER WORKS ENGINEER
HQ CWE HISAR HISAR MIL STN HISAR
SPL REPAIR TO VARIOUS ROADS AT ALWAR MIL STN UNDER GE ALWAR
2026_MES_761850_1
CWE/HSR/ALW-T-3/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
ALWAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
GE ALWAR
₹2.0 L
Yes
20 Jul 2026
24 Apr 2026
23 May 2026
24 Apr 2026
21 May 2026
15 May 2026
25 Apr 2026 - 2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas n exc 1.5m deep and getting out in soft/ loose soil. | - | Cum | - | - |
| 2 | Returning ,filling in including spreading , levelling ,watering & well ramming in layers n exc 25cm thick complete all as specified and directed | - | Cum | - | - |
| 3 | Spreading and levelling in layers n exc.25 cm thick including well ramming including watering as required | - | Cum | - | - |
| 4 | Rolling and consolidating to required gradient and camber of formation surface (cutting or filling ) of roads with 8 to 12 tonne power roller including filling in depressions which occur during rolling complete. | - | 10 Sqm | - | - |
| 5 | M&L moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering | - | Cum | - | - |
| 6 | M&L 200 mm thick (spread thickness) soling (in two layers of 100mm thick each layers to be rolled & consolidated separately) with grading 63 mm to 90 mm interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller. | - | 10 Sqm | - | - |
| 7 | M&L for WBM 150mm thick in two layers 75 mm each (compacted thickness) with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), Granite trap or Basalt, spread rolled and consolidated to require gradient and chamber with 8 to 12 tonne power roller. | - | 10 Sqm | - | - |
| 8 | Preparing unsurfaced WBM surface by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc, applying evenly a tack coat of cationic bitumen emulsion RS-1 grade @ 10 kg per 10 Sq meters complete all as specified and as directed. | - | 10 Sqm | - | - |
| 9 | M&L Bituminous premix semi dense asphaltic concrete using VG-30 and laying (Design mix) 40mm consolidated thickness with binder content VG 30 @ 5.5% by weight of total mix, using 2% Cement OPC 43 grade by wt of total mix as Filler material, Premix shall be mixed in Hot mix plant and laying with mechnical paver finisher, rolled and compacted with power roller exc 8 tonne but not exc 12 tonne capacity to required camber and gradient complete all as specified and directed. | - | 10 Sqm | - | - |
| 10 | M&L for plain cement concrete 1:4:8 type D2 (40mm graded crushed stone aggregate) as in foundations, fillings & mass concrete complete all as specified. | - | Cum | - | - |
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