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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹54.3 LAccepted-AOC | 1 | Accepted-AOC Awarded to Single Responsive Bidder | |
| 2 | Rejected-Technical R N B ROAD KOKRAJHAR 783370 | KOKRAJHAR | ASSAM | 783370 | - | Rejected-Technical Bid is considered as non-responsive | |
| 3 | Rejected-Technical BAGHARBARI VIDYANAGAR 2 SHIVMANDIR PATH HOUSE NO 20 CITY TOWN NOONMATI DISTRICT KAMRUP METRO GUWAHATI P O PANJABARI P S PANJABARI PIN 781037 | KAMRUP METRO | ASSAM | 781037 | - | Rejected-Technical Bid is considered as non-responsive | |
| 4 | Rejected-Technical RNB ROAD KOKRAJHAR ASSAM | KOKRAJHAR | ASSAM | 783331 | - | Rejected-Technical Bid is considered as non-responsive | |
| 5 | Rejected-Technical | - | Rejected-Technical Bid is considered as non-responsive |
Tender Value
₹48.1 L
EMD Value
₹96,110
Closing Date
19 Jan 2024, 12:00 pmClosed
CGM (PP and D), AEGCL
Assam Electricity Grid Corporation Limited Bijulee Bhawan, Paltanbazar, Guwahati-1
Construction of Peripheral Paver Block Road including remaining portion of Switchyard PCC at 132/33 KV AIIMS GSS, AEGCL
2023_AEGCL_35078_1
AIIMS/2018/Additional Works-A/BID
Open Tender
Civil Works
Works
365 days
132/33kV AIIMS GSS AEGCL
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
₹96,110
6 Jun 2024
30 Dec 2023
22 Jan 2024
30 Dec 2023
19 Jan 2024
30 Dec 2023
Amount
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Water bound Macadam Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern.
Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Cost of Haulage excluding loading and unloading. i) Surface road.
Providing and laying reinforced cement concrete pipe NP3 for culverts on firstclass bedding of granular material in single row including fixing collar withcement mortar 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
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