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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.0 LAccepted-AOC GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹51.0 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹54.3 L+₹3.3 L (6.48%)Rejected-Finance PHAYANG GOMPA COMPLEX AGLING ROAD SKALZANGLING LEH LADAKH J K 194101 | LEH | LEH | LADAKH | 194101 | ₹54.3 L+₹3.3 L (6.48%) | L2 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | M/S BETONG CONSTRUCTION CO L2 | Taru Enterprises Pvt Ltd L1 |
|---|---|---|---|---|---|
| 1.00 | M&L for excavating over areas, not exc. 1.5 m deep and getting out hard/ dense soil, complete all as specified and/ or as directed by Engr-in-Charge. | 631.13 | Cum | 200 ₹1,26,226 Lowest | 250 ₹1,57,782.5 |
| 2.00 | M&L for removing excavated soil to a distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and/ or as directed by Engr-in-Charge. | 631.13 | Cum | 50 ₹31,556.5 Lowest | 150 ₹94,669.5 |
| 3.00 | M&L for rolling and consolidation of formation surfaces in cutting of roads, consolidation to required level, gradient and camber, filling in hollow and depression using 8 to 12 tonne power roller, complete all as specified and/ or as directed by Engr-in-Charge. | 233.75 | X Sqm | 30 ₹7,012.5 Lowest | 30 ₹7,012.5 Lowest |
| 4.00 | M&L for 150mm thick (spread thickness) soling (or sub base) with broken boulder or quarried stone interstices filled, surface formed and rolled and consolidated to required gradient and camber using 8 to 12 tonne power roller complete all as specified and/ or as directed by Engr-in-Charge. | 233.75 | X Sqm | 2,500 ₹5,84,375 | 2,300 ₹5,37,625 Lowest |
| 5.00 | M&L for 150mm thick (in two layers of 75mm each) (compacted thickness) WBM with coarse aggregates (i.e. with lime stone, sand stone, flint or quartzite) of grading 2 (63 to 40mm size), spread, rolled and consolidated to gradient and camber required using 8 to 12 tonne power roller complete all as specified and/ or as directed by Engr-in-Charge. | 233.75 | X Sqm | 3,000 ₹7,01,250 | 2,300 ₹5,37,625 Lowest |
| 6.00 | M&L for preparing of unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with broom & finally fanning the cleaned surfaces with gunny bag to remove all loose dirts etc. and applying evenly a priming/tack coat with mechanical sprayer using bituminous primer (VG-10) at 10 Kg per 10 sqm, complete all as specified and/ or as directed by Engr-in-Charge. | 233.75 | X Sqm | 400 ₹93,500 Lowest | 1,000 ₹2,33,750 |
| 7.00 | M&L for premixed bituminous macadam using paving bitumen of VG-10 grade with binder content 4% by weight of total mix and complacted to required gradient and camber laid by mechanical paver (consolidated thickness 75 mm or less) with 8 to 12 tonne power vibrator road roller etc. complete all as specified and/ or as directed by Engr-in-Charge. | 116.63 | Cum | 12,000 ₹13,99,560 | 9,000 ₹10,49,670 Lowest |
| 8.00 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooming and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with mechanical sprayer using viscosity grade bitumen VG-10 @ of 5 kg per 10 sqm complete all as specified and/ or as directed by Engr-in-Charge. | 453.85 | X Sqm | 350 ₹1,58,847.5 Lowest | 400 ₹1,81,540 |
| 9.00 | M&L for bituminous premix semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of VG 10 grade from hot mix plant, rolled and compacted to required camber and gradient using mechanical self propelled paver and rolled with pneumatic vibratory power roller 8 to 12 tonnes capacity, complete all as specified and/ or as directed by Engr-in-Charge.
Note: (i) Bituminous premix carpet will be laid by using hot mix plant and mechanical paver only.
(ii) Work shall be executed as per design mix as approved by GE.
(iii) The binder content specified is minimum. Financial effect of any plus variation in binder content during design mix at site shall be borne by contractor without any extra cost to the government. | 433.85 | X Sqm | 4,800 ₹20,82,480 | 4,600 ₹19,95,710 Lowest |
| 10.00 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows, etc. and the like not exc. 10cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS3262-1989 with special applicator machine all as per manufacturer's instructions, complete all as specified and/ or as directed by Engr-in-Charge. | 1,320 | RM | 50 ₹66,000 Lowest | 60 ₹79,200 |
Tender Value
₹70.4 L
EMD Value
₹1.3 L
Closing Date
3 Aug 2026, 6:00 pmClosed
CWE, HQ 138 WE
CWE, HQ 138 WE
SPECIAL REPAIR TO INTERNAL ROADS AND PROVN OF INTERNAL BLACK TOP ROAD AT CERTAIN UNITS UNDER GE 865 EWS
2026_MES_774391_1
138WE/L-38/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
GE 865 EWS
AS PER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹1,000
GE 865 EWS
₹1.3 L
Yes
25 Aug 2026
24 Jun 2026
10 Aug 2026
24 Jun 2026
3 Aug 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for excavating over areas, not exc. 1.5 m deep and getting out hard/ dense soil, complete all as specified and/ or as directed by Engr-in-Charge. | 631.13 | Cum | - | - |
| 2 | M&L for removing excavated soil to a distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and/ or as directed by Engr-in-Charge. | 631.13 | Cum | - | - |
| 3 | M&L for rolling and consolidation of formation surfaces in cutting of roads, consolidation to required level, gradient and camber, filling in hollow and depression using 8 to 12 tonne power roller, complete all as specified and/ or as directed by Engr-in-Charge. | 233.75 | X Sqm | - | - |
| 4 | M&L for 150mm thick (spread thickness) soling (or sub base) with broken boulder or quarried stone interstices filled, surface formed and rolled and consolidated to required gradient and camber using 8 to 12 tonne power roller complete all as specified and/ or as directed by Engr-in-Charge. | 233.75 | X Sqm | - | - |
| 5 | M&L for 150mm thick (in two layers of 75mm each) (compacted thickness) WBM with coarse aggregates (i.e. with lime stone, sand stone, flint or quartzite) of grading 2 (63 to 40mm size), spread, rolled and consolidated to gradient and camber required using 8 to 12 tonne power roller complete all as specified and/ or as directed by Engr-in-Charge. | 233.75 | X Sqm | - | - |
| 6 | M&L for preparing of unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with broom & finally fanning the cleaned surfaces with gunny bag to remove all loose dirts etc. and applying evenly a priming/tack coat with mechanical sprayer using bituminous primer (VG-10) at 10 Kg per 10 sqm, complete all as specified and/ or as directed by Engr-in-Charge. | 233.75 | X Sqm | - | - |
| 7 | M&L for premixed bituminous macadam using paving bitumen of VG-10 grade with binder content 4% by weight of total mix and complacted to required gradient and camber laid by mechanical paver (consolidated thickness 75 mm or less) with 8 to 12 tonne power vibrator road roller etc. complete all as specified and/ or as directed by Engr-in-Charge. | 116.63 | Cum | - | - |
| 8 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooming and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and applying evenly a priming/tack coat with mechanical sprayer using viscosity grade bitumen VG-10 @ of 5 kg per 10 sqm complete all as specified and/ or as directed by Engr-in-Charge. | 453.85 | X Sqm | - | - |
| 9 | M&L for bituminous premix semi dense asphaltic concrete (SDAC) 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of VG 10 grade from hot mix plant, rolled and compacted to required camber and gradient using mechanical self propelled paver and rolled with pneumatic vibratory power roller 8 to 12 tonnes capacity, complete all as specified and/ or as directed by Engr-in-Charge.
Note: (i) Bituminous premix carpet will be laid by using hot mix plant and mechanical paver only.
(ii) Work shall be executed as per design mix as approved by GE.
(iii) The binder content specified is minimum. Financial effect of any plus variation in binder content during design mix at site shall be borne by contractor without any extra cost to the government. | 433.85 | X Sqm | - | - |
| 10 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows, etc. and the like not exc. 10cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS3262-1989 with special applicator machine all as per manufacturer's instructions, complete all as specified and/ or as directed by Engr-in-Charge. | 1,320 | RM | - | - |
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