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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹46 L (27.9%)Admitted-Finance | ₹2.1 Cr+₹46 L (27.9%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified by technical evaluation committee |
| 4 | Rejected-Technical GYAMDU HOUSE OLD ROAD SHANAM LEH LADHAKH UT PIN 194101 | LEH LADAKH | LADAKH | 194101 | - | - | Rejected-Technical Disqualified by technical evaluation committee |
| Sl No | Description | Qty | Unit | M/s JAI LAXMI ROAD BUILDERS L2 | NITHIN SAI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Permanent Works | |||||
| 1.01 | 1.1 Supply and installation of Lightning Protection Tower including foundation works to be executed as per drawings enclosed and directions of Engineer-in-Charge (1 Nos)
1.2 Construction of RCC platform 10m x 10m with RCC M-30 for unloading and assembling the components of PEB structure and Dome Structure as per drawings enclosed and directions of Engineer-in-Charge (1 Nos)
1.3Construction of Telescope Pier and Telescope building as per dwg enclosed and directions of Engineer-in-Charge (1 Nos)
1.4 Construction of RCC Retaining Wall 8 x 3 Mtr as per drawings enclosed and directions of Engineer-in-Charge (Valley Side) (4 Nos)
1.5 Construction of RCC Retaining Wall 8 x 2 Mtr as per drawings enclosed and directions of Engineer-in-Charge (Valley Side) (8 Nos) | 1 | Nos. | 1,20,50,000 ₹1,20,50,000 Lowest | 1,45,00,000 ₹1,45,00,000 |
| 2.00Surfacing works | |||||
| 2.01 | 2.1 Preparation of subgrade in SMB by excavating upto 20cm avg depth, dressing, excavated earth to required camber and consolidating with power roller including water and disposal of surplus earth as per MoRT&H specification for road and bridge Works (5th Revision) and as per directions of Engineer-in-Charge (652.5 Sqm)
2.2 GSB 10 cm thick (compacted) (Double Layer) with natural sand, moorum, gravel or any material as per Table-400-1 of MoRT&H specification for roads and bridge work, including supply of material, spreading in layers, watering and compaction, all complete and as per directions of Engineer-in-Charge. (130.5 Cum)
2.3 Providing, laying and compaction of Wet Mix Macadam (WMM) layer compacted thickness 75 mm thick (Double Layer) confirming to Section 406 of MoRT&H specification for road and bridge Works (5th Revision) and as per directions of Engineer-in-Charge. (91.13 Cum)
2.4 Providing and applying of prime coat with bitumen emulsion on WMM surface including cleaning of road surface and spraying primer @7.5 Km/10 sqm (Using BPD with manual labour) confirming to sec 502 of MoRT&H specification for Road and Bridge Works (5th Revision) and as per directions of Engineer-in-Charge.(562.5 Sqm)
2.5 Providing, laying and compaction of DBM layer compacted thickness 75 mm confirming to section 505 of MoRT&H specification for road bridge work (5th revision) and as per directions of Engineer-in-Charge. (42.19 Cum)
2.6 Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor @2.5 Kg/10 Sqm on prepared primed and bituminous surface cleaned with mechanical broom confirming to Section 503 of MoRT&H specification for Road Bridge Works (5th Revision) and as per directions of Engineer-in-Charge. (562.5 Sqm)
2.7 Providing laying and compaction of BC layer compacted thickness 40 mm over Dense Bituminous layer confirming to section 507 of MoRT&H specification for road bridge wk (5th revision)&as per directions of Engineer-in-Charge.(22.5 Cum)
2.8 Road Marking with Thermoplastic Paint (2.50 mm thick) conforming to Section 803 of MORT&H Specifications for Road and Bridge Works (5th Revision) and IRC:35-2015 and as per directions of Engineer-in-Charge. (30 Sqm)
2.9 Providing and fixing of Delineators (600mm) confirm to section 806 of MoRT&H specification for Road and Bridge Work (5 th Revision) and IRC 79-2019 and as per directions of Engineer-in-Charge. (25 Nos)
2.10 Providing and fixing of road studs (Cat eye) die cast in aluminum resistant to corrosive effect of salt and girt, fitted with lens reflector confirming to section 804 of MORTH specification for road and Bridge Work (5th Revision) and as per directions of Engineer-in-Charge. (25 Nos) | 1 | Nos. | 90,50,000 ₹90,50,000 | 20,00,000 ₹20,00,000 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹2.6 L
Closing Date
22 Jun 2026, 6:00 pmClosed
CE Project Himank
HQ CE (P) Himank Choglamsar, Leh
CONSTRUCTION OF FOUNDATION WORKS FOR 1 MTR DIA TELESCOPE, 7 MTR DIA DOME AND FOR PEB STRUCTURE AND ACCESS ROAD ON MOUNT SARASWATI AT HANLE THROUGH EXECUTION CONTRACT UNDER AoR OF 93RCC/755 TF
2026_BRO_767292_1
CE (P) HIMANK/01/2026-27
Open Tender
Civil Works
Lump-sum
120 days
CONSTRUCTION OF FOUNDATION WORKS FOR 1 MTR DIA TEL
As per tender document
8 documents required · 8 mandatory
₹0
₹2.6 L
Yes
HQ CE Project Himank
14 Jul 2026
22 May 2026
24 Jun 2026
23 May 2026
22 Jun 2026
6 Jun 2026
23 May 2026 - 5 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Permanent Works | |||||
| 1.01 | 1.1 Supply and installation of Lightning Protection Tower including foundation works to be executed as per drawings enclosed and directions of Engineer-in-Charge (1 Nos)
1.2 Construction of RCC platform 10m x 10m with RCC M-30 for unloading and assembling the components of PEB structure and Dome Structure as per drawings enclosed and directions of Engineer-in-Charge (1 Nos)
1.3Construction of Telescope Pier and Telescope building as per dwg enclosed and directions of Engineer-in-Charge (1 Nos)
1.4 Construction of RCC Retaining Wall 8 x 3 Mtr as per drawings enclosed and directions of Engineer-in-Charge (Valley Side) (4 Nos)
1.5 Construction of RCC Retaining Wall 8 x 2 Mtr as per drawings enclosed and directions of Engineer-in-Charge (Valley Side) (8 Nos) | 1 | Nos. | - | - |
| 2Surfacing works | |||||
| 2.01 | 2.1 Preparation of subgrade in SMB by excavating upto 20cm avg depth, dressing, excavated earth to required camber and consolidating with power roller including water and disposal of surplus earth as per MoRT&H specification for road and bridge Works (5th Revision) and as per directions of Engineer-in-Charge (652.5 Sqm)
2.2 GSB 10 cm thick (compacted) (Double Layer) with natural sand, moorum, gravel or any material as per Table-400-1 of MoRT&H specification for roads and bridge work, including supply of material, spreading in layers, watering and compaction, all complete and as per directions of Engineer-in-Charge. (130.5 Cum)
2.3 Providing, laying and compaction of Wet Mix Macadam (WMM) layer compacted thickness 75 mm thick (Double Layer) confirming to Section 406 of MoRT&H specification for road and bridge Works (5th Revision) and as per directions of Engineer-in-Charge. (91.13 Cum)
2.4 Providing and applying of prime coat with bitumen emulsion on WMM surface including cleaning of road surface and spraying primer @7.5 Km/10 sqm (Using BPD with manual labour) confirming to sec 502 of MoRT&H specification for Road and Bridge Works (5th Revision) and as per directions of Engineer-in-Charge.(562.5 Sqm)
2.5 Providing, laying and compaction of DBM layer compacted thickness 75 mm confirming to section 505 of MoRT&H specification for road bridge work (5th revision) and as per directions of Engineer-in-Charge. (42.19 Cum)
2.6 Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor @2.5 Kg/10 Sqm on prepared primed and bituminous surface cleaned with mechanical broom confirming to Section 503 of MoRT&H specification for Road Bridge Works (5th Revision) and as per directions of Engineer-in-Charge. (562.5 Sqm)
2.7 Providing laying and compaction of BC layer compacted thickness 40 mm over Dense Bituminous layer confirming to section 507 of MoRT&H specification for road bridge wk (5th revision)&as per directions of Engineer-in-Charge.(22.5 Cum)
2.8 Road Marking with Thermoplastic Paint (2.50 mm thick) conforming to Section 803 of MORT&H Specifications for Road and Bridge Works (5th Revision) and IRC:35-2015 and as per directions of Engineer-in-Charge. (30 Sqm)
2.9 Providing and fixing of Delineators (600mm) confirm to section 806 of MoRT&H specification for Road and Bridge Work (5 th Revision) and IRC 79-2019 and as per directions of Engineer-in-Charge. (25 Nos)
2.10 Providing and fixing of road studs (Cat eye) die cast in aluminum resistant to corrosive effect of salt and girt, fitted with lens reflector confirming to section 804 of MORTH specification for road and Bridge Work (5th Revision) and as per directions of Engineer-in-Charge. (25 Nos) | 1 | Nos. | - | - |
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