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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.5 LAccepted-AOC PHAYANG GOMPA COMPLEX AGLING ROAD SKALZANGLING LEH LADAKH J K 194101 | LEH | LEH | LADAKH | 194101 | ₹61.5 L Quoted ₹61.7 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹64.2 L+₹2.4 L (3.97%)Rejected-Finance GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | ₹64.2 L+₹2.4 L (3.97%) | L2 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Taru Enterprises Pvt Ltd L2 | M/S BETONG CONSTRUCTION CO L1 |
|---|---|---|---|---|---|
| 1.00 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including suppl of road metal) but making good by applying tack coat @ 5 kg per 10 Sqm using bitumen grade VG-10, putting in premixed bituminous macadam (3 cm thick), well rammed and sealed with binder 9.8 kg per 10 sqm using bitumen grade VG-10, binded with 0.09 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm complete all as specified and/or as directed by Engr-in-Charge. | 7 | 10 Sqm | 2,500 ₹17,500 | 100 ₹700 Lowest |
| 2.00 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc. 400 Sqm and exc 50mm but not exc 100 mm deep complete all as specified and/or as directed by Engr in charge. | 82 | 10 Sqm | 300 ₹24,600 | 100 ₹8,200 Lowest |
| 3.00 | Material & labour for 75 mm thick water bound macadam (compacted thickness) with graded stone aggregate (granite, trap or basalt) of grading 2 (63mm to 40mm size) spread, watered, rolled with 8 to 10 tonne power roller to form true surface, blinded and consolidated to required gradient and camber and super elevation complete all as specified and/ or directed. | 82 | 10 Sqm | 2,500 ₹2,05,000 | 1,500 ₹1,23,000 Lowest |
| 4.00 | Material and labour for preparing of unsurfaced water bound macadam 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. complete all as specified and/ or as directed by Engr-in-Charge. | 82 | 10 Sqm | 250 ₹20,500 | 100 ₹8,200 Lowest |
| 5.00 | Material and labour applying evenly a priming/tack coat with mechanical sprayer using bituminous primer (VG-10) at 10 Kg per 10 sq metre over prepared surfaces complete all as specified and/ or as directed by Engr-in-Charge. | 82 | 10 Sqm | 600 ₹49,200 | 400 ₹32,800 Lowest |
| 6.00 | Material & labour 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 10 tonne power vibrator road roller etc. complete all as specified and/ or as directed by Engr-in-Charge. | 32.8 | Cum | 9,300 ₹3,05,040 | 9,000 ₹2,95,200 Lowest |
| 7.00 | Material & labour 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. | 1,041 | 10 Sqm | 650 ₹6,76,650 | 350 ₹3,64,350 Lowest |
| 8.00 | Material & labour 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 10 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. | 1,041 | 10 Sqm | 4,600 ₹47,88,600 Lowest | 4,900 ₹51,00,900 |
| 9.00 | Supply and fixing in repairs metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and/ or as directed by Engr-in-Charge. | 25 | Each | 1,200 ₹30,000 | 550 ₹13,750 Lowest |
| 10.00 | Supply and fix in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufacturer's instructions complete all as specified and/ or as directed by Engr-in-Charge. | 80 | Each | 600 ₹48,000 | 320 ₹25,600 Lowest |
Tender Value
₹74.5 L
EMD Value
₹1.4 L
Closing Date
22 Jun 2026, 6:00 pmClosed
CWE, HQ 138 WE
CWE, HQ 138 W
CERTAIN REPAIR TO INTERNAL ROADS INCLUDING APPROACH ROAD AND ROAD FURNITURE AT KARU ZONE-I AND SHESHARTHANG IN THE AOR OF AGE B/R-I UNDER GE 860 EWS
2026_MES_767613_1
138WE/L-13/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 860 EWS
As per tender documents
6 documents required · 6 mandatory
₹1,000
GE 860 EWS
₹1.4 L
Yes
3 Aug 2026
25 May 2026
29 Jun 2026
25 May 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by filling in screened and graded road metal, watering and well ramming (including suppl of road metal) but making good by applying tack coat @ 5 kg per 10 Sqm using bitumen grade VG-10, putting in premixed bituminous macadam (3 cm thick), well rammed and sealed with binder 9.8 kg per 10 sqm using bitumen grade VG-10, binded with 0.09 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm complete all as specified and/or as directed by Engr-in-Charge. | 7 | 10 Sqm | - | - |
| 2 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc. 400 Sqm and exc 50mm but not exc 100 mm deep complete all as specified and/or as directed by Engr in charge. | 82 | 10 Sqm | - | - |
| 3 | Material & labour for 75 mm thick water bound macadam (compacted thickness) with graded stone aggregate (granite, trap or basalt) of grading 2 (63mm to 40mm size) spread, watered, rolled with 8 to 10 tonne power roller to form true surface, blinded and consolidated to required gradient and camber and super elevation complete all as specified and/ or directed. | 82 | 10 Sqm | - | - |
| 4 | Material and labour for preparing of unsurfaced water bound macadam 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. complete all as specified and/ or as directed by Engr-in-Charge. | 82 | 10 Sqm | - | - |
| 5 | Material and labour applying evenly a priming/tack coat with mechanical sprayer using bituminous primer (VG-10) at 10 Kg per 10 sq metre over prepared surfaces complete all as specified and/ or as directed by Engr-in-Charge. | 82 | 10 Sqm | - | - |
| 6 | Material & labour 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 10 tonne power vibrator road roller etc. complete all as specified and/ or as directed by Engr-in-Charge. | 32.8 | Cum | - | - |
| 7 | Material & labour 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. | 1,041 | 10 Sqm | - | - |
| 8 | Material & labour 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 10 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. | 1,041 | 10 Sqm | - | - |
| 9 | Supply and fixing in repairs metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and/ or as directed by Engr-in-Charge. | 25 | Each | - | - |
| 10 | Supply and fix in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufacturer's instructions complete all as specified and/ or as directed by Engr-in-Charge. | 80 | Each | - | - |
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