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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹9.3 L+₹51,114.40 (5.81%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹9.9 L+₹1.1 L (12.9%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L3 | Rejected-Finance Not Lowest |
Tender Value
₹11.6 L
EMD Value
₹23,260
Closing Date
22 Jun 2020, 6:00 pmClosed
CWE Pune
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
85783SPECIAL REPAIRS TO HARD TOP (METALLED) MT PARKING AREA NEAR BLDG NO P-74 AND SPECIAL REPAIR TO EXISTING ROAD WITH ROAD FURNITURE, PATHWAY AND HARD STANDING, INTERLOCKING TILES AT MINTSD UNDER GE (SOUTH) PUNE
2020_MES_331846_2
85783SPLREPTOHDTOPRDATGESPUNE
Open Tender
Civil Works - Roads
Item Rate
123 days
GE South Pune
As per Tender
9 documents required · 9 mandatory
₹500
GE SOUTH PUNE
₹23,260
Yes
26 Dec 2020
27 May 2020
24 Jun 2020
27 May 2020
22 Jun 2020
10 Jun 2020
Amount
Scarifying and picking gravelled macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and exc 50 mm and n exc 100 mm in depth and removing the same to a distance n exc 50 m and stacking complete all as specified and as directed.
M&L for Premix bituminous macadam any thickness with 4 % binder content by weight of total mix using bitumen VG-30 laid, rolled and compacted to required gradient and camber with 8 to 12 tonne capacity power roller by using hot mix plant & mechanical paver complete all as specified and as directed.
M&L for Water Bound Macadam (WBM) 7.5 cm (compacked thickness) with coarse aggregate of grading (63 to 40 mm size) spread, rolled and consolidated to gradient and camber required with granite trap or basalt type aggregate 8 to 12 ton power roller complete all as specified and as directed.
M&L for preparing of unsurfaced water bound macadam /scarifying surfaces 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 etc. and applying evenly a priming / tack coat using paving bituminous primer VG-10 at 5 kg per 10 Sqm and providing bituminous premix asphaltic semi-dense concrete using paving bitumen (VG-30 grade) , 40 mm thick (consolidated thickness) using binder content @ 5.5% by weight of total mix (Job mix) using mechanical paver rolled with 8 to 12 tonne power roller and compacted to required camber and gradient to an uniform smooth surfaces complete all as specified and directed.(Note : Quantity of bitumen shall be provided as per design mix approved by GE.)
M&L for preparing of unsurfaced water bound macadam /scarifying surfaces 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 etc. and applying evenly a priming / tack coat using paving bituminous primer VG-10 at 5 kg per 10 Sqm and providing bituminous premix asphaltic semi-dense concrete using paving bitumen (VG-30 grade) ,30 mm thick (consolidated thickness) using binder content @ 5.5% by weight of total mix (Job mix) using mechanical paver rolled with 8 to 12 tonne power roller and compacted to required camber and gradient to an uniform smooth surfaces complete all as specified and directed.(Note : Quantity of bitumen shall be provided as per design mix approved by GE.)
Demolition of cement concrete in ground floor and paving n. exc 15 cm (below or above ground level) complete all as specified and as directed.
M&L for brickwork with subclass `B' bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:6, including demolition built in cement mortar complete all as specified and as directed.
M&L for machine pressed precast concrete interlocking reflective type paver block any shape and size as approved by GE, confirming to IS - 15658 - 2006 of 60 mm thick of M - 35 grade chemically coloured laid over including 25 mm thick stone dust / grit as a cushioning complete all as specified and as directed.
M&L for 75 mm thick PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in sub base complete all as specified and directed.
M&L for cement concrete type B1, 1:2:4 (using 20 mm graded stone aggregate), in coping, edging etc complete all as specified and as directed.
M&L for rendering 15 mm thick on fair faces of brick /concrete surfaces in cement mortar (1:4) finished fair & even complete all as specified and as directed.
M&L for 40 mm thick cement concrete 1:2:4, type B1, (using 20 mm graded stone aggregate) as in floor, floor including spike rolling to surfaces or making impression of expanded metals, whilst the concrete is green complete all as specified and directed by Engineer-in-Charge.
R K Enterprises
M/s ESS KAY Construction
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