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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC H NO 547 MAHADEV CIRCLE INDIRA COLONY JAISALMER RAJASTHAN 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | ₹1.2 Cr | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹1.4 Cr+₹18.9 L (15.6%)Rejected-Finance 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | ₹1.4 Cr+₹18.9 L (15.6%) | L2 | Rejected-Finance Other than Lowest |
| 3 | L3₹1.5 Cr+₹26.1 L (21.6%)Rejected-Finance VILL JASSAI DISTRICT BARMER RAJ 344001 | JASSAI | BARMER | RAJASTHAN | 344001 | ₹1.5 Cr+₹26.1 L (21.6%) | L3 | Rejected-Finance Other than Lowest |
| Sl No | Description | Qty | Unit | GEMRARAMCONTRACTOR L2 | m/s jogaram sujaram L3 | BHAWANI CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation over area n. exc. 1.5 m deep and getting out in hard / dense soil complete all as specified and directed by Engineer-in-charge. | 1,186.25 | CUM | 400 ₹4,74,500 | 500 ₹5,93,125 | 350 ₹4,15,187.5 Lowest |
| 2.00 | Excavating in trenches, not exc 1.5m wide and not exc. 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10sq m on plan and not exc 1.5m in depth and getting out any type of soil complete all as specified and directed by Engineer-in-charge. | 740.67 | CUM | 350 ₹2,59,234.5 Lowest | 400 ₹2,96,268 | 500 ₹3,70,335 |
| 3.00 | Returning, filling in including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed by Engineer-in-charge. | 190.42 | CUM | 250 ₹47,605 | 320 ₹60,934.4 | 100 ₹19,042 Lowest |
| 4.00 | Removing excavated materials to a distance n.exc. 50 m and depositing where directed at a level n exc 1.50m above the starting point in any type of soil complete all as specified and directed by Engineer-in-charge. | 1,715.34 | CUM | 500 ₹8,57,670 | 600 ₹10,29,204 | 70 ₹1,20,073.8 Lowest |
| 5.00 | M&L for 100mm thick (spread thickness), moorum/red bajri in berms, spread, rolled and consolidated to required gradient & camber complete all as specified and directed by Engineer-in-charge. | 312 | PER 10 SQM | 1,000 ₹3,12,000 | 1,100 ₹3,43,200 | 900 ₹2,80,800 Lowest |
| 6.00 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MORTH specifications for Road and m Bridge works, 2013. complete all as specified and directed by Engineer-in-charge. | 474.5 | X SQM | 2,000 ₹9,49,000 | 250 ₹1,18,625 Lowest | 1,400 ₹6,64,300 |
| 7.00 | Laying and compacting 100 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber and the finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed by Engineer-in-charge. | 474.5 | X SQM | 2,500 ₹11,86,250 | 2,600 ₹12,33,700 | 1,250 ₹5,93,125 Lowest |
| 8.00 | M&L for Preparing unsurfaced WMM 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. including and applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate o application of 0. 7-1 kg/sqm on surface o WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engineer-in-charge. | 474.5 | X SQM | 250 ₹1,18,625 Lowest | 300 ₹1,42,350 | 350 ₹1,66,075 |
| 9.00 | M&L for laying Premix Bituminous macadam of paving bitumen with binder content of 4% by weight of total mix, any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with 8 to 10 tone power roller complete all as specified and directed by Engineer-in-charge. | 237.25 | CUM | 7,000 ₹16,60,750 | 7,500 ₹17,79,375 | 6,500 ₹15,42,125 Lowest |
| 10.00 | M&L for preparing black top 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. and including applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.25 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed, and including laying 40mm thick (consolidated thickness) bituminous premix semi-dense asphaltic concrete with 5.5% binder content of paving bitumen, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient to a uniform smooth surface complete all as specified and directed by Engineer-in-charge. | 474.5 | X SQM | 4,600 ₹21,82,700 | 5,000 ₹23,72,500 | 4,500 ₹21,35,250 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
4 Mar 2026, 6:00 pmClosed
CWE (A) Jaisalmer
HQ CWE ARMY JAISALMER 345001 RAJASTHAN
PROVN OF PERIMETER ROAD (1.3 KM) INSIDE DF COMPLEX UNDER GE (A) JAISALMER
2026_MES_751602_1
84403/C/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
JAISALMER
AS PER NIT
8 documents required · 8 mandatory
₹1,000
GE ARMY JAISALMER
₹2.2 L
Yes
13 Apr 2026
6 Feb 2026
6 Mar 2026
6 Feb 2026
4 Mar 2026
27 Feb 2026
6 Feb 2026 - 13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over area n. exc. 1.5 m deep and getting out in hard / dense soil complete all as specified and directed by Engineer-in-charge. | 1,186.25 | CUM | 99 | ₹1,17,438.75 |
| 2 | Excavating in trenches, not exc 1.5m wide and not exc. 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10sq m on plan and not exc 1.5m in depth and getting out any type of soil complete all as specified and directed by Engineer-in-charge. | - | CUM | 99 | - |
| 3 | Returning, filling in including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed by Engineer-in-charge. | - | CUM | 99 | - |
| 4 | Removing excavated materials to a distance n.exc. 50 m and depositing where directed at a level n exc 1.50m above the starting point in any type of soil complete all as specified and directed by Engineer-in-charge. | - | CUM | 99 | - |
| 5 | M&L for 100mm thick (spread thickness), moorum/red bajri in berms, spread, rolled and consolidated to required gradient & camber complete all as specified and directed by Engineer-in-charge. | 312 | PER 10 SQM | 99 | ₹30,888 |
| 6 | M&L for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natura sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-1 00 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MORTH specifications for Road and m Bridge works, 2013. complete all as specified and directed by Engineer-in-charge. | 474.5 | X SQM | 99 | ₹46,975.5 |
| 7 | Laying and compacting 100 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with wate to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-1 OOKN static weight and consolidating to required gradien and camber and the finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and directed by Engineer-in-charge. | 474.5 | X SQM | 99 | ₹46,975.5 |
| 8 | M&L for Preparing unsurfaced WMM 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. including and applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate o application of 0. 7-1 kg/sqm on surface o WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed by Engineer-in-charge. | 474.5 | X SQM | 99 | ₹46,975.5 |
| 9 | M&L for laying Premix Bituminous macadam of paving bitumen with binder content of 4% by weight of total mix, any penetration laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) with 8 to 10 tone power roller complete all as specified and directed by Engineer-in-charge. | 237.25 | CUM | 99 | ₹23,487.75 |
| 10 | M&L for preparing black top 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. and including applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.25 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed, and including laying 40mm thick (consolidated thickness) bituminous premix semi-dense asphaltic concrete with 5.5% binder content of paving bitumen, rolled and compacted with 8 to 12 tonne power roller to required camber and gradient to a uniform smooth surface complete all as specified and directed by Engineer-in-charge. | 474.5 | X SQM | 99 | ₹46,975.5 |
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