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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹28.2 LAccepted-AOC | ₹28.2 L | L-1 | Accepted-AOC Being L1, hence accepted |
| 2 | L-2₹30.3 LRejected-Finance F 3 FIRST FLOOR IMTIYAS COMPLEX NEAR JAMIYA MASZID PANDITHWADA PONDA GOA | ₹30.3 L | L-2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | CHERKALA CONSTRUCTIONS PVT. LTD. L2 | Thasma Infra Developers L1 |
|---|---|---|---|---|---|
| 1.00 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) i) Ordinary Soil, A) Manual means (Depth upto 3mts). | 168 | Cum | 200 ₹33,600 | 200 ₹33,600 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete. | 28 | Cum | 1,200 ₹33,600 | 1,000 ₹28,000 |
| 3.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20. | 84 | Cum | 6,000 ₹5.0 L | 5,500 ₹4.6 L |
| 4.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M20. Height upto 5mts. | 300 | Cum | 6,700 ₹20.1 L | 6,000 ₹18 L |
| 5.00 | Providing weep holes in Brick masonry /Plain /Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specifications. | 100 | Each | 300 ₹30,000 | 150 ₹15,000 |
| 6.00 | Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | 120 | Cum | 1,200 ₹1.4 L | 1,000 ₹1.2 L |
| 7.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2). | 495 | Cum | 300 ₹1.5 L | 500 ₹2.5 L |
| 8.00 | 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.) | 40 | Cum | 60 ₹2,400 | 50 ₹2,000 |
| 9.00 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc. (Measurements shall be considered on finished item) . | 40 | Cum | 1,200 ₹48,000 | 1,200 ₹48,000 |
| 10.00 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.) | 100 | Each | 800 ₹80,000 | 600 ₹60,000 |
Tender Value
₹38.4 L
EMD Value
₹76,883
Closing Date
24 Apr 2023, 5:30 pmClosed
Executive Engineer
WD-XIV(NH), Fatorda Margao- Goa
Flood Damage Repairs for the F.Y.2022 23 for Protection to road side embankment near Nuvem Church between Km.547.500 to Km.547.600 on NH66 in the state of Goa.
2023_MoRTH_748964_1
13/1/2023 24/PWD/WDXIV/NH/ASW/03 Line2
Open Tender
Civil Works - Highways
180 days
Km.547/500 to Km.547/600 on NH-66
Please refer Tender documents.
6 documents required · 6 mandatory
₹11,800
Bharat Kosh
₹76,883
Yes
25 Mar 2026
13 Apr 2023
26 Apr 2023
13 Apr 2023
24 Apr 2023
13 Apr 2023
Amount
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) i) Ordinary Soil, A) Manual means (Depth upto 3mts).
Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete.
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M20.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. PCC Grade M20. Height upto 5mts.
Providing weep holes in Brick masonry /Plain /Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical specifications.
Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2).
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.)
Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc. (Measurements shall be considered on finished item) .
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.)
CHERKALA CONSTRUCTIONS PVT. LTD.
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