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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹45.1 L+₹1.6 L (3.62%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹45.3 L+₹1.8 L (4.08%)Rejected-Finance | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹47.3 L+₹3.7 L (8.49%)Rejected-Finance OPP MARICAR HOSPITAL JUNGLIGHAT SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹47.4 L+₹3.9 L (8.86%)Rejected-Finance | L5 | Rejected-Finance Not being L1 |
Tender Value
₹43.6 L
EMD Value
₹87,280
Closing Date
10 Jun 2024, 6:00 pmClosed
GE HADDO PORT BLAIR
GARRISON ENGINEER HADDO Military Engineer Services Haddo Post Port Blair Andaman and Nicobar 744102
PROVN OF RCC RETAINING WALL NEAR COAST GUARD JUNCTION UNDER GE HADDO, PORT BLAIR
2024_MES_655176_1
8863 / E8
Open Tender
Civil Works
Item Rate
180 days
PORT BLAIR
As per tender dcouments
9 documents required · 9 mandatory
₹500
GE HADDO
₹87,280
Yes
12 Sept 2024
21 May 2024
17 Jun 2024
21 May 2024
10 Jun 2024
5 Jun 2024
Amount
Rough excavation n. exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed
Excavation over areas n. exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed
Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed
M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed
M&L for design mix M-30 (using 20mm graded crushed stone aggregate) in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc, basement slabs, under-reamed piles and mass concrete complete all as specified and directed
M&L for returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed
M&L for removing excavated material (any type of soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed
M&L for design mix M-30 (using 20mm graded crushed stone aggregate) in walls, retaining walls, basement walls, ballast walls and the like any thickness, above top of footings, including attached pilasters and buttresses complete all as specified and directed
M&L formwork for rough finished flat surface to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work, vertical or to batter complete all as specified and directed
M&L formwork for rough finished flat surface to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter complete all as specified and directed
M&L for 15mm thick plaster in CM 1:4 on fair face of concrete surface or brick walls finished even and smooth without using extra cement complete all as specified
M&L for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitered/stopped ends etc complete all as specified and directed
M&L for preparing newly plastered wall surface and applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, alkali and fungal resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additives @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm over new surfaces complete all as specified and directed
Supply and laying graded coarse aggregate of nominal size 40mm complete all as specified and directed
Supply and laying graded coarse aggregate of nominal size 20mm complete all as specified and directed
Supply and laying fine aggregate (coarse sand) complete all as specified and directed
S&F PVC (SWR) pipe 110mm bore, single socketed, in any length with rubber ring joints and jointed with approved adhesive laid in trenches or in floors as in weep holes complete all as specified and directed
M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed
M&L for mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed
M&L for mild steel TMT bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed
M&L for use and waste of timbering as planking and strutting for excavations over areas (as for basements etc) in soil n. exc 1.5m deep, including wales, struts, open poling boards, etc as may be necessary and fixing and removal complete all as specified and directed
M&L for use and waste of timbering as planking and strutting for excavations over areas (as for basements etc) in soil exc 1.5m but n. exc 3m deep, including wales, struts, open poling boards, etc as may be necessary and fixing and removal complete all as specified and directed
V KARTHICK
M/s K Moorthi
CHANDER SEKER ENTERPRISE
M/s Prem Enterprise
Nirman Construction Company
JD Construction
CARTWHEEL CONSTRUCTION
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