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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAdmitted-Finance | ₹4.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.6 Cr+₹42.6 L (10.1%)Admitted-Finance | ₹4.6 Cr+₹42.6 L (10.1%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Innovative construction L1 | M/s.G.B.S TECH ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00COST ESTIMATE FOR BOULDER SAUSAGE WALL | |||||
| 2.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil | 3,100.3 | cum | 11,31,609.5 ₹11,31,609.5 Lowest | 11,31,609.5 ₹11,31,609.5 Lowest |
| 3.00 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) | 5,484.25 | cum | 2,90,66,525 ₹2,90,66,525 Lowest | 3,29,05,500 ₹3,29,05,500 |
| 4.00Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification | |||||
| 5.00 | Granular Material | 686.4 | cum | 16,11,667.2 ₹16,11,667.2 Lowest | 18,53,280 ₹18,53,280 |
| 6.00COST ESTIMATE FOR WIDENING OF FORMATION WIDTH | |||||
| 7.00 | Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Location 59.900 Km | 1,204.28 | cum | 1,13,202.32 ₹1,13,202.32 Lowest | 1,18,019.44 ₹1,18,019.44 |
| 8.00 | Excavation in Ordinary rock with Dozer with lead upto 100 metres (Excavation for road way in ordinary rock by deploying a dozer cutting and transporting the earth to site of embankment/dumping area with lead upto 100 metres,trimming bottom and sides slopes in accordance with the requirement of lines, grades and cross sectiones. Location 165.00km | 1,703.5 | cum | 3,11,740.5 ₹3,11,740.5 Lowest | 3,40,700 ₹3,40,700 |
| 9.00 | Granular Sub-base with Close Graded Material
By Mix in Place Method (Construction of granular sub-base by providing close gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
Location-59.850 Km = 45 cum
Location-165.00 Km = 36 cum | 81 | cum | 4,37,400 ₹4,37,400 Lowest | 4,53,600 ₹4,53,600 |
| 10.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density). Manual Gr-III Material
Location-59.850 Km = 16.875 cum
Location-165.00 Km = 36 cum | 52.88 | cum | 3,33,144 ₹3,33,144 Lowest | 3,38,432 ₹3,38,432 |
Tender Value
₹4.0 Cr
EMD Value
₹4.0 L
Closing Date
18 Nov 2024, 12:00 pmClosed
Chief Engineer PWD NH
Office of the Chief Engineer PWD NH Nagaland, Kohima
SR on NH 202 from KM 59 900 to KM 167 000
2024_MoRTH_834537_1
NO. CE/NH/SR/2024-25/3
Open Tender
Civil Works - Highways
Item Rate
90 days
SR on NH 202 from KM 59 900 to KM 167 000
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4.0 L
21 Nov 2024
11 Nov 2024
19 Nov 2024
11 Nov 2024
18 Nov 2024
11 Nov 2024
COST ESTIMATE FOR BOULDER SAUSAGE WALL
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)Ordinary soil
Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular Material
COST ESTIMATE FOR WIDENING OF FORMATION WIDTH
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Location 59.900 Km
Excavation in Ordinary rock with Dozer with lead upto 100 metres (Excavation for road way in ordinary rock by deploying a dozer cutting and transporting the earth to site of embankment/dumping area with lead upto 100 metres,trimming bottom and sides slopes in accordance with the requirement of lines, grades and cross sectiones. Location 165.00km
Granular Sub-base with Close Graded Material By Mix in Place Method (Construction of granular sub-base by providing close gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) Location-59.850 Km = 45 cum Location-165.00 Km = 36 cum
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to WBM specification i/c spreading in uniform thickness, hand packing, rolling with three wheel steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregates, water and compacting to required density). Manual Gr-III Material Location-59.850 Km = 16.875 cum Location-165.00 Km = 36 cum
COST ESTIMATE FOR REPAIR TO DAMAGED STRUCTURES OF CD WORKS
Furnishing and Placing Reinforced /Prestressed cement concrete in super structure as per drawing and technical specification. RCC Grade M20. Height up to 5 m
Stone masonry work in cement mortar 1:3 for sub-structure complete as per drawing and Technical specifications. Random Rubble Masonry
M/s.G.B.S TECH ENTERPRISES (BID ID -3121977)
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