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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹25.6 L (10.7%)Admitted-Finance H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM | DIBRUGARH | ASSAM | 786003 | ₹2.7 Cr+₹25.6 L (10.7%) | L2 | Admitted-Finance |
| 3 | L3₹2.7 Cr+₹27.7 L (11.6%)Admitted-Finance | ₹2.7 Cr+₹27.7 L (11.6%) | L3 | Admitted-Finance |
| 4 | L4₹2.8 Cr+₹36.6 L (15.3%)Admitted-Finance HOLDING NO 06 623 GYAN VILLA MANAV KALYAN ROAD OPP BRAHMA KUMARI ASHRAM LANE TINSUKIA ASSAM PIN 786125 | TINSUKIA | TINSUKIA | ASSAM | 786125 | ₹2.8 Cr+₹36.6 L (15.3%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical 40 107 RAMKRISHNA SAMITY BUILDING 3RD FLOOR PANITANKI MORE SEVOKE ROAD SILIGURI DARJEELING W B | DARJEELING | WEST BENGAL | 734001 | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | M/s North East Engineering & Construction Agency L1 | M/s ATW INDIA Pvt Ltd L2 | LANDMARK ENGINEERING L3 | M/s. GRRB ASSOCIATES L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side. | 3,817.75 | Cum | - | - | - | - |
| 2.00 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side. | 5,248.04 | Cum | - | - | - | - |
| 3.00 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side. | 583.12 | Cum | - | - | - | - |
| 4.00 | 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.(including de watering) | 2,563.59 | Cum | - | - | - | - |
| 5.00 | 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 (without de-watering) | 565.62 | Cum | - | - | - | - |
| 6.00Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. | |||||||
| 7.00 | PCC Grade M15 | 995.96 | Cum | - | - | - | - |
| 8.00Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications | |||||||
| 9.00 | PCC Grade M15 | 1,068.91 | Cum | - | - | - | - |
| 10.00 | 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. | 266.81 | Cum | - | - | - | - |
Tender Value
₹2.7 Cr
EMD Value
₹5.4 L
Closing Date
6 May 2020, 3:00 pmClosed
Chief Engineer, Highway Zone, PWD, Itanagar, AP
O/o Chief Engineer, Highway Zone, PWD, Itanagar, AP
Restoration of continuous landslide and sinking zone at Km 37.850 Km and Km 46.200 on NH-315 in the State of Arunachal Pradesh under NH(O) Annual Plan 2019-20
2020_MoRTH_556117_1
CEAP(HW)/NH-315/TENDER/2019-20
Open Tender
Civil Works
Item Rate
365 days
Jairampur
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
Regional Pay and Accounts Officer (NH), MoRTH, Ghy
₹5.4 L
Mowb-II, Itanagar
22 May 2020
22 Apr 2020
7 May 2020
22 Apr 2020
6 May 2020
22 Apr 2020
28 Apr 2020
Amount
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side.
Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side.
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side.
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.(including de watering)
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 (without de-watering)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
PCC Grade M15
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
PCC Grade M15
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.
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 foce. Complete as per drawing and Technical specifications.
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications .
Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire
M/s ATW INDIA Pvt Ltd
LANDMARK ENGINEERING
M/s. GRRB ASSOCIATES
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