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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.4 CrAccepted-AOC NALBARI SATRA NALBARI P O CHOWKBAZAR PS NALBARI DISTRICT NALBARI | ₹2.4 Cr | L-1 | Accepted-AOC Accepted |
| 2 | L-2₹2.5 Cr+₹8.7 L (3.67%)Rejected-AOC | ₹2.5 Cr+₹8.7 L (3.67%) | L-2 | Rejected-AOC Rejected |
| 3 | L-3₹2.5 Cr+₹8.9 L (3.75%)Rejected-AOC | ₹2.5 Cr+₹8.9 L (3.75%) | L-3 | Rejected-AOC Rejected |
| 4 | L-4₹2.5 Cr+₹11.3 L (4.73%)Rejected-AOC M D PATH NORTH HAIBORGAON P O HAIBORGAON DIST NAGAON ASSAM | ₹2.5 Cr+₹11.3 L (4.73%) | L-4 | Rejected-AOC Rejected |
| 5 | L-5₹2.5 Cr+₹14.9 L (6.24%)Rejected-AOC | ₹2.5 Cr+₹14.9 L (6.24%) | L-5 | Rejected-AOC Rejected |
Tender Value
₹3.0 Cr
EMD Value
₹6 L
Closing Date
20 Sept 2021, 4:00 pmClosed
Managing Director
AIDC Ltd, R. G. Baruah Road, Guwahati-781024
Construction of 800m internal road, 1600m brick masonry road side drain and 8 nos RCC box culvert at Industrial Growth Centre, Matia, Goalpara, Assam under SOPD scheme.
2021_ICD_22646_1
AIDC/IGC/GCM/UGEIF/ 2018-19/6074
Open Tender
Civil Works
Item Rate
240 days
Industrial Growth Centre, Mornai, Matia, Goalpara
Please refer tender documents
3 documents required · 3 mandatory
₹20,000
Assam Industrial Development Corporation Limited
₹6 L
Yes
17 Feb 2022
21 Aug 2021
21 Sept 2021
23 Aug 2021
20 Sept 2021
23 Aug 2021
23 Aug 2021 - 1 Sept 2021
Amount
Construction of 800m Internal Road
Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) (This item does not include replacement of unsuitable soil by suitable soil. Replacement, where required, is to be provided and paid separately under clause 305.)
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from Private Land
Compacting original ground supporting sub-grade: Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.
By Mix in Place Method (Construction of granular sub-base by providing close graded material, 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 cl. 401( Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) for grading- I Material
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density (with an initial lead of 5.0 km.) (B) By Mechanical Means: (i) Grading- I (b) Using Screening Type-A (13.2mm Agg.)
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density (with an initial lead of 5.0 km.) (B) By Mechanical Means: (ii) Grading- II (c) Using Screening Type-B (11.2mm Agg.)
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
Cost of Haulage Excluding Loading and Unloading (a) Surfaced Road (Assumed 20 Km)
Cost of Haulage Excluding Loading and Unloading (b) Unsurfaced Gravelled Road (Assumed 5 Km)
Cost of Haulage Excluding Loading and Unloading (c) Katcha Track and Track in river bed / nallah bed and choe bed. (Assumed 4 Km)
Construction of 1600m brick masonry road side drain
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. (I) Ordinary soil (A) Manual Means (i) Without dewatering (i) Depth up to 3 m
Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. (a) Bricks on flat soling,
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications
Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical specifications
Construction of 8 nos RCC box culvert
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. (I) Ordinary soil (A) Manual Means (i) Without dewatering (i) Depth up to 3 m
Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. (a) Bricks on flat soling,
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser (C) RCC Grade M20 (i) Using concrete mixer
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
Ritumoni Kalita
Rubul Bhatta
Sri Dhrubajyoti Kakati
MAYUR TALUKDAR
Sunshine Overseas Pvt. Ltd.
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