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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Finance | ₹4.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.9 Cr+₹95.4 L (24.1%)Admitted-Finance 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | ₹4.9 Cr+₹95.4 L (24.1%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not fulfilling the technical criteria |
| 4 | Rejected-Technical PALIN KRA DAADI DISTRICT ARUNACHAL PRADESH 791118 | PALIN | KRA DAADI | ARUNACHAL PRADESH | 791118 | - | - | Rejected-Technical Not Fulfilling the technical criteria |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Fulfilling the technical criteria |
| Sl No | Description | Qty | Unit | GRRB ASSOCIATES L1 | BHARTIA INFRA PROJECTS LTD L2 |
|---|---|---|---|---|---|
| 1.00PART I :PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON APPROACH ROAD TO CORPS AMN PT LOHITPUR | |||||
| 1.01 | Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur | 415.01 | Cum | 13,893 ₹57,65,733.93 Lowest | 16,000 ₹66,40,160 |
| 1.02 | Providing laying and compaction of 50 mm thick (Bituminous Macadam) for correction work with precoated stone chips grading confirming to Table:500-7 and aggregates satisfying the physical requirement of Table 500-6 of MORT&H Specifications for road and bridge works (Fifth Revision) mixed with 3.4% VG-30 ( Viscosity Grade) Bitumen by mass of total mix and rolled/compacted as per MoRT&H Specifications (Fifth revision) to the required specification all as specified and directed by Engineer-in-Charge/ OC Contract between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur | 69.17 | Cum | 9,850 ₹6,81,324.5 Lowest | 14,000 ₹9,68,380 |
| 1.03 | Providing and applying Tack Coat over Bitumen Emulsion using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous / granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur | 15,217.13 | Sqm | 15 ₹2,28,256.95 Lowest | 22 ₹3,34,776.86 |
| 1.04 | Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In –Charge between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur | 1,106.7 | Sqm | 600 ₹6,64,020 Lowest | 800 ₹8,85,360 |
| 1.05 | Providing and fixing of road stud 100x100mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole up to 30mm up to depth 60mm and beded in a suitable bituminous grout or eposy morter, all as per BS:873(Part 4)1973 between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur | 1,232 | Nos | 400 ₹4,92,800 Lowest | 700 ₹8,62,400 |
| 1.06 | Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5m high above the base in ordinary soil for both side berm of width 0.90 mtr between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur | 199.21 | Cum | 200 ₹39,842 Lowest | 400 ₹79,684 |
| 2.00PART-II: PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON ROAD TOHANGAM-HAYULIANG. | |||||
| 2.01 | Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 31.00 to km 42.000 km 43.720 to km 46.025 & km km 47.005 to km 48.550 (net length 14.850 km) on road Tohangam-Hayuliang. | 1,670.63 | Cum | 13,893 ₹2,32,10,062.59 Lowest | 16,000 ₹2,67,30,080 |
| 2.02 | Providing laying and compaction of 50 mm thick (Bituminous Macadam) for correction work with precoated stone chips grading confirming to Table:500-7 and aggregates satisfying the physical requirement of Table 500-6 of MORT&H Specifications for road and bridge works (Fifth Revision) mixed with 3.4% VG-30 ( Viscosity Grade) Bitumen by mass of total mix and rolled/compacted as per MoRT&H Specifications (Fifth revision) to the required specification all as specified and directed by Engineer-in-Charge/ OC Contract between km 31.00 to km 42.000 km 43.720 to km 46.025 & km km 47.005 to km 48.550 (net length 14.850 km) on road Tohangam-Hayuliang. | 278.44 | Cum | 9,850 ₹27,42,634 Lowest | 14,000 ₹38,98,160 |
Tender Value
₹4.0 Cr
EMD Value
₹4.7 L
Closing Date
17 Feb 2025, 12:00 pmClosed
Chief Engineer Project Udayak
HQ CE(P) Udayak, C/o 99 APO, PIN-931715(Doomdooma)
PROVIDING, LAYING AND COMPACTION OF 30 MM THICK BC, BM 50 MM THICK, APPLYING TACK COAT, ROAD MARKING AS PER MORTH SPECIFICATIONS COMPLETE IN ALL RESPECT FOR RESURF WKS 2025-26 ON ROAD APPROACH ROAD TO CORPS AMN PT AT LOHITPUR AND TOHANGAM-HAYULIANG.
2025_BRO_694423_1
CE (P) Udayak-36/2024-25
Open Tender
Civil Works
Works
180 days
0.00 to 3.689 Lpur rd nd bt km 31.00 to 48.550 T-H
As per tender docs
4 documents required · 4 mandatory
₹0
₹4.7 L
Yes
HQ CE(P) Udayak, C/o 99 APO, PIN-931715(Doomdooma)
29 Mar 2025
22 Jan 2025
18 Feb 2025
22 Jan 2025
17 Feb 2025
28 Jan 2025
23 Jan 2025 - 27 Jan 2025
27 Jan 2025
Amount
PART I :PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON APPROACH ROAD TO CORPS AMN PT LOHITPUR
Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur
Providing laying and compaction of 50 mm thick (Bituminous Macadam) for correction work with precoated stone chips grading confirming to Table:500-7 and aggregates satisfying the physical requirement of Table 500-6 of MORT&H Specifications for road and bridge works (Fifth Revision) mixed with 3.4% VG-30 ( Viscosity Grade) Bitumen by mass of total mix and rolled/compacted as per MoRT&H Specifications (Fifth revision) to the required specification all as specified and directed by Engineer-in-Charge/ OC Contract between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur
Providing and applying Tack Coat over Bitumen Emulsion using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous / granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur
Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In –Charge between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur
Providing and fixing of road stud 100x100mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole up to 30mm up to depth 60mm and beded in a suitable bituminous grout or eposy morter, all as per BS:873(Part 4)1973 between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur
Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5m high above the base in ordinary soil for both side berm of width 0.90 mtr between km 0.000 to km 3.689 (net length 3.689 km) on approach road to Corps Amn Pt Lohitpur
PART-II: PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON ROAD TOHANGAM-HAYULIANG.
Providing, laying and compaction of 30 mm thick BC (Bituminous Concrete) layer including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-17 and aggregates satisfying the physical requirement of table 500-16 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen VG-30 (Viscosity Grade-30) by weight of total mix and 2% filler by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 31.00 to km 42.000 km 43.720 to km 46.025 & km km 47.005 to km 48.550 (net length 14.850 km) on road Tohangam-Hayuliang.
Providing laying and compaction of 50 mm thick (Bituminous Macadam) for correction work with precoated stone chips grading confirming to Table:500-7 and aggregates satisfying the physical requirement of Table 500-6 of MORT&H Specifications for road and bridge works (Fifth Revision) mixed with 3.4% VG-30 ( Viscosity Grade) Bitumen by mass of total mix and rolled/compacted as per MoRT&H Specifications (Fifth revision) to the required specification all as specified and directed by Engineer-in-Charge/ OC Contract between km 31.00 to km 42.000 km 43.720 to km 46.025 & km km 47.005 to km 48.550 (net length 14.850 km) on road Tohangam-Hayuliang.
Providing and applying Tack Coat over Bitumen Emulsion using emulsion pressure distributer @2.5 Kg/10 Sqm (RS-1 grade) or using low viscosity grade paving bitumen of VG-10 grade using bitumen pressure distributer on prepared bituminous / granular surface cleaned with mechanical broom, all complete as per clause 503 of MoRT&H Specification for Road & Bridge (5th Revision) complete in all respect all as specified and directed by Engineer-In-Charge between km 31.00 to km 42.000 km 43.720 to km 46.025 & km km 47.005 to km 48.550 (net length 14.850 km) ) on road Tohangam-Hayuliang.
Providing and applying Road marking with thermoplastic paint (2.5 mm thick) conforming to MORT&H clause 803.4 including preparation of surface complete in all Respect as specified and directed by Engineer -In –Charge between km 31.00 to km 42.000 km 43.720 to km 46.025 & km km 47.005 to km 48.550 (net length 14.850 km) on road Tohangam-Hayuliang.
Providing and fixing of road stud 100x100mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole up to 30mm up to depth 60mm and beded in a suitable bituminous grout or eposy morter, all as per BS:873(Part 4)1973 between km 31.00 to km 42.000 km 43.720 to km 46.025 & km km 47.005 to km 48.550 (net length 14.850 km) on road Tohangam-Hayuliang.
Earth work in embankment by filling with earth free from roots etc spreading in layers not exceeding 30 cm including watering and finishing to required slope and level not exceeding 1.5m high above the base in ordinary soil for both side berm of width 0.90 mtr between km 31.00 to km 42.000 km 43.720 to km 46.025 & km km 47.005 to km 48.550 (net length 14.850 km) on road Tohangam-Hayuliang.
BHARTIA INFRA PROJECTS LTD (BID ID -3237197)
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