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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹12.5 L+₹66,120 (5.57%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹19.2 L+₹7.4 L (62.0%)Rejected-Finance | L3 | Rejected-Finance Not Lowest | |
| 4 | Rejected-Technical 2231 21 M PO WING TAL KARAD DIST SATARA | SATARA | MAHARASHTRA | 412206 | - | Rejected-Technical Not recommended due to hard copy of documents not submitted |
Tender Value
₹21.4 L
EMD Value
₹42,700
Closing Date
18 Jan 2022, 6:00 pmClosed
CWE PUNE
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
84769PROVN OF BITUMEN ROAD ALONGWITH COMPOUND WALL CONNECTIING MM ROAD AND RSI ROAD JUNCTION IN THE AREA OF AGE B/R (CENTRAL) UNDER GE (NORTH) PUNE.
2021_MES_496948_1
84769PROVNOFRDATGENORTHPUNE
Open Tender
Civil Works - Roads
Item Rate
183 days
GE North Pune
As per tender
9 documents required · 9 mandatory
₹500
GE North Pune
₹42,700
Yes
8 Feb 2022
23 Dec 2021
20 Jan 2022
23 Dec 2021
18 Jan 2022
6 Jan 2022
Amount
Excavating over areas not exc 1.5 m in deep getting out in soft / loose soil complete all as specified and as directed.
Surface excavation n exc. 30 cm deep averaging 15 cm deep and getting out in soft / loose soil, including removing of shrub, glass vegetation etc complete all as specified and as directed.
Removing of excavated material (Soil) to distance not exc 50 m and deposited where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed.
Removing of excavated material to distance exc 1.5 km and not exc 5 km and deposited where directed our side MOD land complete all as specified and as directed.
M&L for moorum spread thickness in 150 mm rolled and consolidated to gradient and camber required complete all as specified and as directed.
Rolling and consolidation of formation surfaces in cutting exc 8.0 tonne and n.exc 12 tonne power roller complete all as directed.
M&L for Soling or sub base with broken boulders or quarried stone, 200 mm thick spread, rolled and consolidated to gradient and camber required complete all as specified and as directed.
M&L for Wet Mix Macadam (WMM) in compacted thickness of 150mm thick single layer using stone aggregate of grading as specified in table 400-11 of IRC publication viz, premixing the material with water at OMC in mechanical mixer plant and laying in uniform layers with paver and compacting with vibrator roller to achive desired density complete all as specified and as directed.
M&L for preparation unsurfaced Wet Mix Macadam (WMM) by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt and apply evenly a priming/ tack coat using bituminous primer VG - 10 at 7.50 kg per 10 Sqm complete all as specified and as directed.
Laying of bitumenous macadam 75 mm thik or less with paver premixed in bitumenous concrete batching plant complete all as specified and as directed.
M&L for applying a tack coat of paving bitumen VG-10 @ of 2.5 kg / X sqm complete all as specified and directed by Engr-in-Charge.
M&L for bituminous 40 mm thick consolidated thickness SDAC applied on surface using bitumen contents 5.5% laid & spread with using mechanical paver rolled and compacted to required camber and gradient using 10 to 12 tonne Vibrating roller to a uniform smooth surface complete all as specified and directed by Engr-in-Charge.
Cleaning of Jungle , bushes etc rubbish from site by manually or mechanically and leveling the surface from soil or moorum available at site including compaction of surface etc as specified and directed by Engr-in-Charge.
Up rooting of trees root of Girth exc 50 cm and n exc 500 cm filling with the moorum and compacted with vibrartory compactor etc as complete all as specified and as directed.
M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed. (Note : Necesarry required excavation and earth work is deemed to be included in the unit rate qauted.)
M&L for Finishing walls / Concrete surfaces with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) complete all as directed.
M&L for 75 mm plain cement concrete (1:4:8 ) type D2 using 40 mm graded stone aggregate as in sub base complete all as specified and as directed.
M&L for hardcore of guage n exc 63mm , deposited spread and levelled in layers n.exc 15 cm thick watered and rammed to a true surfaces with brocken stone boulders.complete all as specified and as directed.
M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, 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 and including 50mm thick compacted bed of fine 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 etc as specified and as directed.
R K Enterprises
ganesh electricals and airconditioners
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