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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAdmitted-Finance | ₹7.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.7 Cr+₹38.0 L (5.18%)Admitted-Finance | ₹7.7 Cr+₹38.0 L (5.18%) | L2 | Admitted-Finance |
| 3 | L3₹8.1 Cr+₹78.1 L (10.6%)Admitted-Finance | ₹8.1 Cr+₹78.1 L (10.6%) | L3 | Admitted-Finance |
| 4 | L4₹9.1 Cr+₹1.7 Cr (23.5%)Admitted-Finance | ₹9.1 Cr+₹1.7 Cr (23.5%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Debarred |
| Sl No | Description | Qty | Unit | M/s KMP Traders L3 | Ganpati Builders L2 | GRRB ASSOCIATES L1 | M/S D & L ENTERPRISES L4 |
|---|---|---|---|---|---|---|---|
| 1.00PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 40 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON CHOWKHAM-NAMSAI ROAD | |||||||
| 1.01 | Providing, laying and compaction of 40 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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road. | 4,150 | Cum | 14,920 ₹6,19,18,000 Lowest | 16,150 ₹6,70,22,500 | 15,500 ₹6,43,25,000 | 18,000 ₹7,47,00,000 |
| 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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road. | 32.91 | Cum | 13,840 ₹4,55,474.4 | 13,000 ₹4,27,830 | 12,000 ₹3,94,920 | 11,900 ₹3,91,629 Lowest |
| 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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road. | 1,04,408.24 | Sqm | 37.6 ₹39,25,749.82 | 20 ₹20,88,164.8 | 18 ₹18,79,348.32 Lowest | 35 ₹36,54,288.4 |
| 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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road. | 3,631.25 | Sqm | 719 ₹26,10,868.75 | 980 ₹35,58,625 | 700 ₹25,41,875 Lowest | 1,100 ₹39,94,375 |
| 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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road. | 10,379 | Nos | 619 ₹64,24,601 | 375 ₹38,92,125 Lowest | 400 ₹41,51,600 | 700 ₹72,65,300 |
| 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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road. | 747 | Cum | 7,920 ₹59,16,240 | 340 ₹2,53,980 | 200 ₹1,49,400 Lowest | 950 ₹7,09,650 |
Tender Value
₹8.3 Cr
EMD Value
₹9.1 L
Closing Date
12 Mar 2024, 12:00 pmClosed
The Chief Engineer (P) Udayak
HQ CE(P) Udayak, C/o-99 APO, PIN-931715 (Doomdooma)
PROVIDING, LAYING AND COMPACTION OF 40 MM THICK BC, BM 50 MM THICK, APPLYING TACK COAT, ROAD MARKING AS PER MORTH SPECIFICATIONS COMPLETE IN ALL RESPECT FOR RESURF WKS 2024-25 ON ROAD CHOWKHAM-NAMSAI
2024_BRO_643478_1
CE (P) Udayak/30/2023-24
Open Tender
Civil Works
Works
180 days
KM 819.800 TO 832.000 on rd Chowkam Namsai
As per tender documents
5 documents required · 5 mandatory
₹0
₹9.1 L
Yes
HQ CE(P) Udayak, C/o-99 APO, PIN-931715(Doomdooma)
30 Mar 2024
22 Feb 2024
13 Mar 2024
22 Feb 2024
12 Mar 2024
28 Feb 2024
22 Feb 2024 - 27 Feb 2024
28 Feb 2024
Amount
PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 40 MM THICK AND CORRECTION WORK WITH BM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING, PROVIDING/FIXING OF CAT EYES AND BERM FILLING ON CHOWKHAM-NAMSAI ROAD
Providing, laying and compaction of 40 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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road.
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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road.
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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road.
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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road.
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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road.
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 819.800 to Km 822.644 and Km 824.350 to Km 832.000 (Net Length 10.375 Kms) on Chowkham-Namsai road.
Ganpati Builders
M/s KMP Traders
M/S D & L ENTERPRISES
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