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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹6.8 L+₹50,160 (7.97%)Rejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹6.9 L+₹60,710 (9.64%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹7.1 L+₹80,670 (12.8%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹7.2 L+₹94,670 (15.0%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
₹11.5 L
EMD Value
₹23,030
Closing Date
1 Jul 2019, 6:00 pmClosed
GE Dehu Road
GE Dehu Road Pune
SPL REPAIRS TO INTERNAL ROADS AT OFFICE COMPLEX AND ALKAPURI RESIDENTIAL COPLEX AT CQA SV DEHU ROAD
2019_MES_243301_3
8348
Open Tender
Civil Works
Item Rate
180 days
GE Dehu Road
As per tender documents
7 documents required · 7 mandatory
₹500
Yes
GE Dehu Road
₹23,030
Yes
3 Jan 2020
11 Jun 2019
2 Jul 2019
11 Jun 2019
1 Jul 2019
17 Jun 2019
Amount
M & L for Preparing black top surface 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 complete all as specified and as directed.
M & L for applying evenly a priming/tack coat with bituminous primer (paving bitumen) at the rate of 5Kg per 10 Sqm complete all as specified and directed by Engr-in-Charge.
M & L for premixed bituminous macadam using paving bitumen @ 4% by weight of total mix spread rolled and compacted to required gradient and camber for upto 75 mm consolidated thicknes complete all as specified and as directed.
M & L for preparing new bituminous macadam surface and applying evenly a priming/track coat with bituminous primer (paving bitumen) at the rate of 2.5 Kg per 10 Sqm complete all as specified and directed by Engr-in-Charge.
M&L for bituminous premixed semi dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen, rolled and compacted to required camber and gradient complete all as specified and directed. NOTE : (i) Premixed asphaltic semi dense concrete shall be laid using self propelled mechanical pave and preparation of mix shall be using computerized hot mix plant and transporting the mix in tipper. (ii) The exact quantity of bitumen to be used shall be determined by design mix by Marshal method.
Repair to potholes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by applying tack coat @ 5 kg per 10 sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sqm, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30 mm complete all as specified and as directed.
M/s ESS KAY Construction
SUBHADRA ENGINEERING AND FABRICATOR
R K Enterprises
VeenaEnterprises
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