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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.5 LAccepted-AOC DOOR NO 65 4 426 2 SANTHIGIRI COLONY GAJUWAKA POST GAJUWAKA VISAKHAPATNAM 530 026 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530026 | 1 | Accepted-AOC ACCEPTED BEING THE LOWEST TENDERER | |
| 2 | 2₹7.8 L+₹31,198 (4.17%)Rejected-Finance D NO 71 31 252 DURGANAGAR MALKAPURAM VISAKHAPATNAM 530011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER TENDERER | |
| 3 | 3₹7.9 L+₹40,620 (5.43%)Rejected-Finance DOOR NO 44 19 10 RAILWAY NEW COLONY BEHIND SIVALAYAM VISAKHAPATNAM AP 530016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER TENDERER | |
| 4 | 4₹7.9 L+₹41,175 (5.50%)Rejected-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER TENDERER | |
| 5 | 5₹7.9 L+₹44,105 (5.90%)Rejected-Finance | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER TENDERER |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
19 May 2020, 6:00 pmClosed
AGE I CG VIZAG
AGE I CG VIZAG MES CGWO BLDG FLEET MAIL OFFICE MALKAPURAM 530014 0891 2743118
ADDITION AND ALTERATION AND SPECIAL REPAIRS OF RETAINING WALL BESIDE B 4 BLDG AT CG ENCLAVE VISAKHAPATNAM UNDER PARA 35 OF DWP
2020_MES_341755_1
AGE(I)CG/VIZ/TOKEN 03 OF 2020-21
Open Tender
Civil Works
Item Rate
120 days
VISAKHAPATNAM
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
AGE I CG VIZAG
₹19,200
Yes
8 Jul 2020
30 Apr 2020
21 May 2020
1 May 2020
19 May 2020
12 May 2020
Amount
Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed.
Excavating over areas, not exc 1.5 m deep for foundation, etc and getting out in hard/dense soil complete all as specified and as directed.
Excavation over area, n exc 1.5m but n exc 3.00 deep and getting out hard/dense soil complete all as specified and as directed.
M & L for Plain cement concrete 1:4:8 type D-2 (using 40mm graded granite stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed.
M&L for Reinforced cement concrete (design mix) M-30 (20mm graded aggregates) in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footings including attached pilasters and buttresses etc. complete all as specified and as directed.
Returning & filling of the excavated earth including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soils complete all as specified and as directed.
Removing excavated soils not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and as directed.
Formwork 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 rough finished flat surfaces of concrete complete all as specified and as directed.
Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished flat surfaces of concrete complete all as specified and as directed.
M&L for 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 MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.
All as per item No. 10 here-in-before but 6 to 8 mm dia of bars.
M&L for Hand packing broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and as directed.
S&F 110 mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed.
Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed.
SRI VENKATA SAI MANIKANTA CONSTRUCTIONS
ANJALI ENTERPRISES
GVR CONSTRUCTIONS
SN POWER TECH
M/s Sri vinayaka Infra
VIJAY VINAYAKA INFRA
SRI LAXMI CONSTRUCTIONS
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