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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 LAccepted-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹15.8 L+₹1.8 L (12.9%)Rejected-Finance | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹17.2 L+₹3.2 L (22.8%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹18.4 L+₹4.4 L (31.4%)Rejected-AOC D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L4 | Rejected-AOC Not Being L1 | |
| 5 | L5₹20.2 L+₹6.2 L (44.2%)Rejected-Finance | L5 | Rejected-Finance Not Being L1 |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
7 Jan 2021, 6:00 pmClosed
GE I DM
NAVAL DOCKYARD VISAKHAPATNAM 530014
REPAIRS TO AREA DRAINAGE, BRICK/STONE MASONRY COMPOUND WALL AND JALLI WALL AT AREA A AT NAVAL DOCKYARD VISAKHAPATNAM
2020_MES_402597_1
SSGE/8408/E8
Open Tender
Civil Works
Item Rate
180 days
NAVAL DOCKYARD VISAKHAPATNAM
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE I DM
₹40,000
Yes
4 May 2021
10 Dec 2020
12 Jan 2021
10 Dec 2020
7 Jan 2021
24 Dec 2020
Amount
Demolition of brick work or stone / boulder masonry built in cement mortar including removal of bedries outside of Dockyard premises complete all as specified and as directed.
Material & labour for brick work with sub class `B` brick straight or curved on plain exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and as directed.
Taking down cement plaster on brick walls etc., including racking out joints hacking for key scrubbing down with water etc., including removal complete all as specified and as directed.
Material & labour for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM 1:3 finished even and smooth without using extra cement complete all as specified and as directed.
Demolition of RCC any description and in any position including cutting of reinforcement as required to facilitate demolition including removal of of debries outside dockyard premises complete all as specified and as directed.
Material & labour for precast RCC 1:2:4 type B1 using 20 mm graded stone aggregate as in cover slabs set in CM 1;6 complete all as sepcified and as directed
Material & labour for mild steel deformed bars 10mm dia and over cut to length, bent to shape required including binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified and as directed.
Material & labour for PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in coping including necessary form work complete all as specified and as directed.
Material & labour for PCC 1:3:6 type C0 using 12.50 mm graded stone aggregate as in surface in channels / drains.
Dismantling mild steel work of any description complete all as specified and as directed
Supply & Fix rolled mild steel in plain or chequered square cut or notched (ordinary and counter shunk) forming holes without any attachment, complete all as specified and as directed.confirming toFe-290 ( Gde E-165 ).
Cleaning the blockage In drains including removing of debris sludges deposits etc accumulated out side the dockyard premises in including removing and refixing of cover slab etc complete depth of drain not exceeding 450 mm and disposing of foul materials obtained complete all as specified and as directed.
All as per item No 12.00 above but depth of drain exceeding 450 mm but not exceeding 600 mm.
All as per item No 12.00 above but depth of drain exceeding 600 mm but not exceeding 1000 mm.
M&L preparation of newly plastered surfaces of wall and apply three coats of white wash complete all as specified and directed.
Taking down precast cement concrete jalli of any size in any position complete all as specified and directed.
M&L for precast reinforced cement concrete type B0 (using 12.5 mm graded stone aggregate) in 50 mm thick jallies or louvers including all mouldings complete and set in cement mortar 1:4, making good disturbed surface good all as specified and as directed.
V JANAKI RAMA RAJU
RAGHU RAMA PANDA
G Srinivas Rao
L DURGA GANESH
K K INFRA
stage.html
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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