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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.2 LAdmitted-Finance A 102 GOLDEN SAND APARTMENTS GAZIPUR DHAKOLI ZIRAKPUR PB 160104 | ZIRAKPUR | S A S NAGAR | PUNJAB | 160104 | ₹37.2 L | L1 | Admitted-Finance |
| 2 | L2₹39.6 L+₹2.4 L (6.39%)Admitted-Finance | ₹39.6 L+₹2.4 L (6.39%) | L2 | Admitted-Finance |
| 3 | L3₹44.0 L+₹6.8 L (18.4%)Admitted-Finance NA | NA | NA | 121004 | ₹44.0 L+₹6.8 L (18.4%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Applicant not fulfill the eligibility criteria |
| Sl No | Description | Qty | Unit | R K GOYAL AND CO L2 | M/S GOYAL BUILDERS L3 | AP BUILDERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Material & Labour for repair to pot holes any depth not exceeding 1.0 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in road path etc cutting around edges, at least 25mm in depth and making good by applying tack coat using paving bitumen VG-10 @ 5Kg per 10 Sqm, putting in premixed bituminous macadam well rammed and sealed with binder using paving bitumen at the rate of 9.8 Kg Per 10Sqm blinded with 0.09 cum stone chipping 6.3mm size and again well rammed (including supply of premixed macadam binder and chippings) depth of pot hole exceeding 30mm complete all as specified and as directed by Engr-in-charge. Note :- (i) Pot holes shall be marked by Engineer-in-charge before commencement of work and same shall be entered in MB after making good and before laying of bituminous premix carpet.
(ii) GE will inform Accepting Officer for convening a Board of Officers at least seven days prior to execution of this item. | 1 | X Sqm | 1,000 ₹1,000 Lowest | 2,500 ₹2,500 | 2,000 ₹2,000 |
| 2.00 | Material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with compressor to remove all loose dirt etc. complete all as specified and directed by Engineer in Charge. | 472 | X Sqm | 100 ₹47,200 | 150 ₹70,800 | 20 ₹9,440 Lowest |
| 3.00 | Material and labour for applying evenly a priming/tack coat of bitumen (VG-10) on existing bituminious surfaces at the rate 5 Kg per 10 Sqm complete all as specified and directed by Engineer in Charge. | 944 | X Sqm | 250 ₹2,36,000 Lowest | 300 ₹2,83,200 | 300 ₹2,83,200 |
| 4.00 | Material and labour for Premix bituminous macadam laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using Paving bitumen (VG-30), binder content @ 4.0% by weight of total mix (Preparation of surface and priming / tack coat shall be measured & paid separately) and compacted with 8 to 12 ton power roller and compacted required camber and gradient complete all as specified and directed.
Note : (i) GE will inform Accepting Officer for convening a Board of Officers at least seven days prior to execution of this item.
(ii) Hot Mix plant of adequate capacity shall be used for heating and mixing of agregates and binder and shall be laid in single layer with mechanical sensor paver all as specified and directed.
(iii) The design mix shall be carried out from Zonal laboratory/ Govt Engineering Colleges/ CTL or any E-in-C/ MES approved lab as approved by GE before incorporation in work and testing charges shall also born by the contractor. | 236 | Cum | 8,500 ₹20,06,000 | 9,500 ₹22,42,000 | 8,000 ₹18,88,000 Lowest |
| 5.00 | Material and labour for laying Bituminous premix semi dense asphaltic concrete 30mm thick consolidated thickness with paving bitumen (VG-30), binder content @ 5.5% by weight of total mix, including supply and mixing of filler (OPC Cement) as per design mix spread using mechanical senser paver rolled and compacted with 8 to 12 ton power roller and compacted required camber and gradient shall be made on plus side complete all as specified and directed
Notes : (i) Hot mix plant of adequate capacity shall be used for heating and mixing of aggregates and binder (bitumen) for bituminous carpet. Premixed carpet shall be laid in single layer with mechanical sensor paver all as specified and directed.
(ii) The consolidated thickness indicated above shall be the minimum thickness and in case additional materials are required to make good the depressions etc to achieve the required camber & slope etc, the same shall be provided by the contractor and the cost of the same shall be deemed to be included in the quoted rates of the above item.
(iii) The design mix shall be carried out from Zonal laboratory/ Govt Engineering Colleges/ CTL or any E-in-C/ MES approved lab as approved by GE before incorporation in work and testing charges shall also born by the contractor. | 472 | X Sqm | 3,500 ₹16,52,000 | 3,800 ₹17,93,600 | 3,242 ₹15,30,224 Lowest |
| 6.00 | Material and labour for preparing bituminous surface of road and marking 2.5mm thick centre lines, stop lines, dashes, arrow, letters etc. and the like not exc. 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 136 | RM | 100 ₹13,600 | 80 ₹10,880 | 40 ₹5,440 Lowest |
Tender Value
₹40.0 L
EMD Value
₹79,980
Closing Date
10 Aug 2026, 6:00 pmClosed
CWE (AF) BHISIANA
HQ CWE (AF) BHISIANA
CERTAIN REPAIR TO ROAD IN SK RANGE AT AF STN HALWARA UNDER GE (AF) HALWARA
2026_MES_778505_1
CWE(BHI)/HAL-45/2026-27
Open Tender
Civil Works
Works
120 days
Halwara
Not Applicable
8 documents required · 8 mandatory
₹500
GE (AF) HALWARA
₹79,980
Yes
10 Sept 2026
14 Jul 2026
12 Aug 2026
14 Jul 2026
10 Aug 2026
28 Jul 2026
14 Jul 2026 - 20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Material & Labour for repair to pot holes any depth not exceeding 1.0 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in road path etc cutting around edges, at least 25mm in depth and making good by applying tack coat using paving bitumen VG-10 @ 5Kg per 10 Sqm, putting in premixed bituminous macadam well rammed and sealed with binder using paving bitumen at the rate of 9.8 Kg Per 10Sqm blinded with 0.09 cum stone chipping 6.3mm size and again well rammed (including supply of premixed macadam binder and chippings) depth of pot hole exceeding 30mm complete all as specified and as directed by Engr-in-charge. Note :- (i) Pot holes shall be marked by Engineer-in-charge before commencement of work and same shall be entered in MB after making good and before laying of bituminous premix carpet.
(ii) GE will inform Accepting Officer for convening a Board of Officers at least seven days prior to execution of this item. | 1 | X Sqm | - | - |
| 2 | Material and labour for preparing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with compressor to remove all loose dirt etc. complete all as specified and directed by Engineer in Charge. | 472 | X Sqm | - | - |
| 3 | Material and labour for applying evenly a priming/tack coat of bitumen (VG-10) on existing bituminious surfaces at the rate 5 Kg per 10 Sqm complete all as specified and directed by Engineer in Charge. | 944 | X Sqm | - | - |
| 4 | Material and labour for Premix bituminous macadam laid / rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) using Paving bitumen (VG-30), binder content @ 4.0% by weight of total mix (Preparation of surface and priming / tack coat shall be measured & paid separately) and compacted with 8 to 12 ton power roller and compacted required camber and gradient complete all as specified and directed.
Note : (i) GE will inform Accepting Officer for convening a Board of Officers at least seven days prior to execution of this item.
(ii) Hot Mix plant of adequate capacity shall be used for heating and mixing of agregates and binder and shall be laid in single layer with mechanical sensor paver all as specified and directed.
(iii) The design mix shall be carried out from Zonal laboratory/ Govt Engineering Colleges/ CTL or any E-in-C/ MES approved lab as approved by GE before incorporation in work and testing charges shall also born by the contractor. | 236 | Cum | - | - |
| 5 | Material and labour for laying Bituminous premix semi dense asphaltic concrete 30mm thick consolidated thickness with paving bitumen (VG-30), binder content @ 5.5% by weight of total mix, including supply and mixing of filler (OPC Cement) as per design mix spread using mechanical senser paver rolled and compacted with 8 to 12 ton power roller and compacted required camber and gradient shall be made on plus side complete all as specified and directed
Notes : (i) Hot mix plant of adequate capacity shall be used for heating and mixing of aggregates and binder (bitumen) for bituminous carpet. Premixed carpet shall be laid in single layer with mechanical sensor paver all as specified and directed.
(ii) The consolidated thickness indicated above shall be the minimum thickness and in case additional materials are required to make good the depressions etc to achieve the required camber & slope etc, the same shall be provided by the contractor and the cost of the same shall be deemed to be included in the quoted rates of the above item.
(iii) The design mix shall be carried out from Zonal laboratory/ Govt Engineering Colleges/ CTL or any E-in-C/ MES approved lab as approved by GE before incorporation in work and testing charges shall also born by the contractor. | 472 | X Sqm | - | - |
| 6 | Material and labour for preparing bituminous surface of road and marking 2.5mm thick centre lines, stop lines, dashes, arrow, letters etc. and the like not exc. 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 136 | RM | - | - |
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