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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.2 LAccepted-AOC 155 KARNAL NEW GRAIN MARKET KARNAL KARNAL HARYANA 132001 | KARNAL | HARYANA | 132001 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹34.4 L+₹20,486.25 (0.60%)Rejected-AOC 7TH MILE UPPER SHILLONG P O NONGLYER SHILLONG MEGHALAYA | EAST KHASI HILLS | MEGHALAYA | 793009 | L2 | Rejected-AOC Not Lowest | |
| 3 | L3₹35.4 L+₹1.2 L (3.59%)Rejected-AOC | L3 | Rejected-AOC Not Lowest | |
| 4 | L4₹35.8 L+₹1.6 L (4.72%)Rejected-AOC 34 KAISER GANJ MANDI DIST MEERUT UP 250002 | MEERUT | UTTAR PRADESH | 250002 | L4 | Rejected-AOC Not Lowest | |
| 5 | L5₹37.7 L+₹3.5 L (10.3%)Rejected-AOC | L5 | Rejected-AOC Not Lowest |
Tender Value
Refer Docs
EMD Value
₹84,000
Closing Date
15 Oct 2020, 6:00 pmClosed
GE (I) (AF) SHILLONG
GE (I) (AF) Shillong Elephant Falls Camp PO Nonglyer Shillong-793009
CA No GE (I) (AF) /SHL/ OF 2020-2021 PROVISION OF RETAINING WALL FOR MARRIED ACCN OF IFA AND CE(AF)SZ AT HQ EAC(U) UNDER GE (I) (AF) SHILLONG
2020_MES_377177_1
8017/20/SHL/2020/21
Open Tender
Civil Works
Item Rate
120 days
SHILLONG
For Enlisted Contractors Class D Category a i and for unenlisted contractors meeting enlistment criteria for required Class and Category
7 documents required · 7 mandatory
₹500
GE (I) (AF) SHILLONG
₹84,000
Yes
25 Nov 2020
12 Sept 2020
16 Oct 2020
12 Sept 2020
15 Oct 2020
26 Sept 2020
12 Sept 2020 - 19 Sept 2020
Amount
Excavation over areas n. exc 1.5 mtr deep in soft/loose soil and getting out complete all as specified and directed
Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick,complete, all as specified and directed.
Removal of excavated surplus soil to a distance n.exc 50m and depositing where directed at level not exceeding 1.5 m above the starting point,complete, all as specified and directed .
M & L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.
M & L for Walling of random rubble uncoursed well bonded, bedded & solidly hearted built in cement mortar 1:6 complete all as specified and directed. (Note : Volume occupied by PCC bond stone shall not be measured against this item. Volume occupied by PCC bond stone shall be measured and under respective item here-in-after.)
M & L for precast cement concrete type C-1, 1:3:6 using 20mm graded aggregate as in bond stones set and jointed in cement mortar 1:6 complete all as specified and as directed.
M&L for cement concrete type B1, 1:2:4 (using 20 mm graded stone aggregate) as in lintels upto 1.5m clear span, steps, seismic and other similar bands copping/cills, bed block for embedding hold fast etc including necessary form work weathering, slightly rounded or chamfered angles and throating complete all as directed .
M & L for raised pointing to random or polygonal rubble masonry uncoursed or brought upto courses in CM 1:4 complete all as specified and directed.
M & L for 15mm thick rendering in CM 1:6 on stone masonry surfaces or on other than fair faces of brick masonry surfaces, finished even and smooth without using extra cement complete all as specified and directed.
M & L for wire netting of galvanised steel wire 1.40mm dia fixed with tinned tacks of wire staples for size of mesh 25mm, complete all as specified and as directed.
M & L for filling back of weep holes with 40mm graded stone aggregate, complete all as specified and as directed.
S & F PVC(SWR) pipe 110mm dia as in weep hole, embedded properly in masonry while construction complete all as specified and directed.
M & L for preparing newly plastered walls surfaces and applying two coats of cement base paint over a coat of alkali resistant priming paint complete all as specified and directed.
M/s M.L Consortium
M/S R.D. Electricals
M/s Gupta Construction
M/s syiem associates
M/s J. C. CONSTRUCTION
M/S UTTAM SAHA
S K ENTERPRISE
M/S BISWA CONSTRUCTION
R K CONSTRUCTION
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tech_eval.pdf
fin_bid_open.pdf
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