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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 CrAdmitted-Finance | ₹7.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.5 Cr+₹72.6 L (9.35%)Admitted-Finance | ₹8.5 Cr+₹72.6 L (9.35%) | L2 | Admitted-Finance |
| 3 | L3₹10.1 Cr+₹2.3 Cr (30.1%)Admitted-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | ₹10.1 Cr+₹2.3 Cr (30.1%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | - | - | Rejected-Technical Not Fulfilling the technical criteria |
| Sl No | Description | Qty | Unit | GRRB ASSOCIATES L1 | Ganpati Bharat Private Limited L2 | S S CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND DBM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING AND BERM FILLING | ||||||
| 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 15.030 (net length 15.030 km) on road Karoti Tenai. | 1,927.28 | Cum | 15,750 ₹3,03,54,660 Lowest | 16,300 ₹3,14,14,664 | 21,496 ₹4,14,28,810.88 |
| 1.02 | Providing, laying and compaction of 50 mm thick DBM (Dense Bituminous Macadam) layer over WMM Surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen VG-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 0.000 to km 15.030 (net length 15.030 km) on road Karoti Tenai. | 3,212.14 | Cum | 12,750 ₹4,09,54,785 Lowest | 14,100 ₹4,52,91,174 | 17,192 ₹5,52,23,110.88 |
| 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/OC Contract between km 0.000 to km 15.030 (net length 15.030 km) on road Karoti Tenai. | 1,28,485.5 | Sqm | 20 ₹25,69,710 Lowest | 25 ₹32,12,137.5 | 23 ₹29,55,166.5 |
| 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/ OC Contract between km 0.000 to km 15.030 (net length 15.030 km) on road Karoti Tenai. | 4,456.2 | Sqm | 751 ₹33,46,606.2 | 950 ₹42,33,390 | 200 ₹8,91,240 Lowest |
| 1.05 | 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 15.030 (net length 15.030 km) on road Karoti Tenai. | 2,253.45 | Cum | 200 ₹4,50,690 Lowest | 350 ₹7,88,707.5 | 250 ₹5,63,362.5 |
Tender Value
₹8.2 Cr
EMD Value
₹7.4 L
Closing Date
18 Oct 2024, 12:00 pmClosed
The Chief Engineer Project Udayak
HQ CE(P) Udayak, C/o 99 APO, PIN-931715(Doomdooma)
PROVIDING, LAYING AND COMPACTION OF 30 MM THICK BC, DBM 50 MM THICK, APPLYING TACK COAT, ROAD MARKING AS PER MORTH SPECIFICATIONS COMPLETE IN ALL RESPECT FOR FOR IMPROVEMENT OF RIDING QUALITY ON ROAD KAROTI-TENAI BETWEEN KM 0.00 TO KM 15.03
2024_BRO_675131_1
CE(P)Udayak-21/2024-25
Open Tender
Civil Works
Works
180 days
BETWEEN KM 0.00 TO KM 15.03 on Road Karoti Tenai
As per Tender documents
5 documents required · 5 mandatory
₹0
₹7.4 L
Yes
HQ CE(P) Udayak, C/o 99 APO, PIN-931715(Doomdooma)
18 Nov 2024
18 Sept 2024
19 Oct 2024
18 Sept 2024
18 Oct 2024
27 Sept 2024
19 Sept 2024 - 26 Sept 2024
27 Sept 2024
Amount
PROVIDING, LAYING AND COMPACTION OF BITUMINIOUS READY MIX(HMP) FOR BC 30 MM THICK AND DBM 50 MM THICK, APPLYING TACK COAT , ROAD MARKING AND BERM FILLING
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 15.030 (net length 15.030 km) on road Karoti Tenai.
Providing, laying and compaction of 50 mm thick DBM (Dense Bituminous Macadam) layer over WMM Surface including preparation and correction of existing surface with pre-coated stone chips grading confirming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen VG-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge/ OC Contract between km 0.000 to km 15.030 (net length 15.030 km) on road Karoti Tenai.
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/OC Contract between km 0.000 to km 15.030 (net length 15.030 km) on road Karoti Tenai.
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/ OC Contract between km 0.000 to km 15.030 (net length 15.030 km) on road Karoti Tenai.
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 15.030 (net length 15.030 km) on road Karoti Tenai.
Ganpati Bharat Private Limited (BID ID -3142930)
S S CONSTRUCTION (BID ID -3142839)
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