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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAccepted-AOC | L1 | Accepted-AOC Being Lowest Tenderer | |
| 2 | L2₹18.0 L+₹2.6 L (16.7%)Rejected-Finance | L2 | Rejected-Finance Other than lowest tenderer hence rejected |
Tender Value
₹22.4 L
EMD Value
₹44,900
Closing Date
19 Sept 2023, 6:00 pmClosed
CWE Mamun
HEADQUARTERS CWE MAMUN PIN-145001
PROVN OF INTERNAL ROAD FROM LPG SHED TO ZORAWAR GATE UNDER GE SAMBA AT MIL STN SAMBA
2023_MES_615038_1
CWE/M-11/2023-24
Open Tender
Civil Works
Works
120 days
GE SAMBA
Class E category a (v)
7 documents required · 7 mandatory
₹500
GE Samba
₹44,900
Yes
22 Dec 2023
22 Aug 2023
26 Sept 2023
22 Aug 2023
19 Sept 2023
5 Sept 2023
Amount
Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in soft and loose soil, complete all as specified & directed.
Removing excavated material to a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point, complete all as specified.
Material and Labour for Rolling and consolidating formation surface in cutting/filling using power roller of capacity exc 8 tonne & n exc 12 tonne, complete all as specified and directed.
Material and Labour for 150 mm thick (spread thickness) soling with broken boulders or quarried stones of range 100mm to 50mm, interstices filled, surfaces formed and rolled with power roller 8/12 tonne and consolidated to required gradient, complete all as specified.
Material and Labour for 150mm thick compacted thickness Water Bound macadam (in two equal layers each layer to be compacted separatey) with coarse aggregate of Granite, trap or Basalt of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled with power roller 8 to 12 tonne to required gradient and camber, complete all as specified.
Material and Labour for Preparation of water bound macadam (WBM) by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the surfaces by mechanical compressor to remove all loose dirt and applying evenly a priming/tack coat with paving bitumen VG 30 grade @ 10 Kg per 10Sqm of road surface complete all as specified and directed.
Material and Labour for applying evenly a priming/tack coat with paving bitumen VG 30 grade @ 5 Kg per 10Sqm of on black top surfaces, complete all as specified & directed.
Material & Labour for bituminous premixed semi dense asphaltic concrete 40mm thick (consolidated thickness) using binder (Bitumen VG-30 grade) contents @ 5.5 % by weight of total mix, mixed in Hot mix Plant and laid by using self propelled mechanical paver, rolled and compacted to required camber & gradient using 8 to 10 tonne power roller/tandem vibrating roller to achieve uniform smooth surface complete all as specified and directed. Note: The combined grading of aggragate shall be as per Para 20.B.2.5.4 (d) & 20.B.4 of SSR Part-I.
Material and Labour for thermoplastic road marking paint 2.5mm thick, white or golden yellow in colour, conforming to BS-3262, in lines, arrow, dashes & letters exceeding 10cm in width, applied hot, using application unit and retroreflective glass beads @ 250 to 300 gram/Sqm to withstand vehicular traffic load, laid as per manufacture's instructions, the finish surfaces to be level, uniform and free from streaks and holes as per MORTH specification complete all as specified and directed.
SIDDAHANT ENTERPRISES
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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