Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 CrAdmitted-Finance | ₹11.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.6 CrAdmitted-Finance H NO 06 CHOWKIDINGHEE DIBRUGARH P O C R BUILDING P S DIBRUGARH DIST DIBRUGARH PIN 786003 ASSAM | DIBRUGARH | ASSAM | 786003 | ₹11.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹11.7 CrAdmitted-Finance | ₹11.7 Cr | L3 | Admitted-Finance |
| 4 | L4₹11.8 CrAdmitted-Finance BADRI RAI COMPANY ARUN KUMAR RAI DULIAJAN STATION ROAD P O DULIAJAN P S DULIAJAN DIBRUGARH PIN 786602 | DULIAJAN | DIBRUGARH | ASSAM | 786602 | ₹11.8 Cr | L4 | Admitted-Finance |
| 5 | L5₹11.9 CrAdmitted-Finance | ₹11.9 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s ATW INDIA Pvt Ltd L2 | M/S SEDI ALLIED AGENCY L6 | STARCON INFRA PROJECT INDIA PRIVATE LIMITED L7 | M/s North East Engineering & Construction Agency L1 | M/s.Badri Rai and Co. L4 | M/S Agam Constructions L5 | M/s Sri Ram Enterprises L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Excavation | ||||||||||
| 1.10 | 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.) ii) Ordinary rock (not requiring blasting) by Manual Means (Depth upto 3 m) | 3,517.44 | m3 | 348 ₹12.2 L | 300 ₹10.6 L | 300 ₹10.6 L | 180 ₹6.3 L | 353 ₹12.4 L | 300 ₹10.6 L | 351 ₹12.3 L |
| 1.20 | Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1) | 7,249.48 | m3 | 174 ₹12.6 L | 200 ₹14.5 L | 375 ₹27.2 L | 155 ₹11.2 L | 175.75 ₹12.7 L | 120 ₹8.7 L | 175 ₹12.7 L |
| 1.30 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.) | 1,537.91 | m3 | 188 ₹2.9 L | 200 ₹3.1 L | 450 ₹6.9 L | 143 ₹2.2 L | 191 ₹2.9 L | 170 ₹2.6 L | 189 ₹2.9 L |
| 2.00 | Boulder apron laid in Mechanically Woven wire crates (Providing and laying of boulder apron laid in Mechanically Woven 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.) | 9,892.8 | m3 | 1,883 ₹1.9 Cr | 1,950 ₹1.9 Cr | 5,247.55 ₹5.2 Cr | 1,800 ₹1.8 Cr | 1,910 ₹1.9 Cr | 2,155 ₹2.1 Cr | 1,896 ₹1.9 Cr |
| 3.00 | Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabion structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m 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, Mechanically woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.) | 21,778.14 | m3 | 3,321 ₹7.2 Cr | 3,750 ₹8.2 Cr | 4,979.3 ₹10.8 Cr | 3,512 ₹7.6 Cr | 3,368 ₹7.3 Cr | 3,525 ₹7.7 Cr | 3,344 ₹7.3 Cr |
| 4.00 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification | 4,033.28 | m3 | 2,316 ₹93.4 L | 1,300 ₹52.4 L | 2,900 ₹1.2 Cr | 2,014.9 ₹81.3 L | 2,348 ₹94.7 L | 1,846 ₹74.5 L | 2,332 ₹94.1 L |
| 5.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy Material | 4,033.28 | m3 | 1,214 ₹49.0 L | 1,100 ₹44.4 L | 1,600 ₹64.5 L | 628 ₹25.3 L | 1,231 ₹49.6 L | 1,200 ₹48.4 L | 1,222 ₹49.3 L |
| 6.00Haulage | ||||||||||
| 6.10 | Haulage of Stone Boulders by tipper including loading and unloading on Hilly Road | 31,670.94 | m3 | 215 ₹68.1 L | 130 ₹41.2 L | 600 ₹1.9 Cr | 137.23 ₹43.5 L | 218 ₹69.0 L | 150 ₹47.5 L | 217 ₹68.7 L |
Tender Value
₹14.8 Cr
EMD Value
₹24.8 L
Closing Date
3 Jan 2024, 12:00 pmClosed
Executive Engineer, Itanagar Division, BB
2nd floor, Grace apartment, C-sector, Itanagar, A.P. 791111
Construction of construction Gabion revetment structure along with launching apron.
2023_BB_786249_1
BB/ID/e-tender/2019-20/1916-26
Open Tender
Civil Works - Water Works
730 days
Likabali, Arunchal Pradesh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹24.8 L
6 Feb 2024
20 Dec 2023
4 Jan 2024
20 Dec 2023
3 Jan 2024
20 Dec 2023
Amount
Excavation
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.) ii) Ordinary rock (not requiring blasting) by Manual Means (Depth upto 3 m)
Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1)
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.)
Boulder apron laid in Mechanically Woven wire crates (Providing and laying of boulder apron laid in Mechanically Woven 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.)
Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabion structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m 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, Mechanically woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification b) Sandy Material
Haulage
Haulage of Stone Boulders by tipper including loading and unloading on Hilly Road
Haulage of Sandy Material by tipper including loading and unloading on Hilly Roads
M/s ATW INDIA Pvt Ltd
M/s Sri Ram Enterprises
M/s.Badri Rai and Co.
M/S Agam Constructions
M/S SEDI ALLIED AGENCY
STARCON INFRA PROJECT INDIA PRIVATE LIMITED
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.71 MB
Tendernotice_2.pdf
PDF • 0.37 MB
BOQ_826487.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid