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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹30.0 LAccepted-AOC | 1 | Accepted-AOC Lowest bidder | |
| 2 | 2₹31.7 L+₹75,422 (2.44%)Rejected-Finance | 2 | Rejected-Finance Other than lowest bidder | |
| 3 | 3₹34.1 L+₹3.1 L (10.1%)Rejected-Finance MIG 1 12 GULLALAPALEM VUDA COLONY SRIHARIPURAM MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | 3 | Rejected-Finance Other than lowest bidder | |
| 4 | 4₹35.5 L+₹4.5 L (14.6%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | 4 | Rejected-Finance Other than lowest bidder | |
| 5 | 5₹36.2 L+₹5.2 L (16.9%)Rejected-Finance | 5 | Rejected-Finance Other than lowest bidder |
Tender Value
₹46 L
EMD Value
₹92,000
Closing Date
29 Jan 2020, 6:00 pmClosed
GE P Navy Kalinga
GE P Navy Kalinga INS Kalinga PO Visakhapatnam-531 163
REPAIRS TO AREA DRAIN STONE PITCHING ALONG WITH RETAINING WALL AT INS KALINGA and INS KARNA
2019_MES_298098_2
GE (P)/N/K/TOKEN/8667 OF 2019-20
Open Tender
Civil Works
Item Rate
180 days
INS Kalinga
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
GE P Navy Kalinga
₹92,000
Yes
5 Feb 2020
24 Jan 2020
30 Jan 2020
24 Jan 2020
29 Jan 2020
24 Jan 2020
Amount
Demolition of unreinforced cement concrete in ground floor and pavings n. exc. 15cm thickness (Below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by the Engineer-in-Charge.
Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
Taking down cement plaster of any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc built in cement mortar complete all as specified and as directed by the Engineer-in-Charge.
Cleaning of open drains by removing soil/sand accumulated in the drains and removal/disposal of the same to a distance n. exc. 50m away and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.
Removing building materials/debris to a distance of 5Km/GVMC designated land including loading, unloading and stacking at destination complete all as specified and directed by Engineer-in-Charge.
M&L for PCC 1:2:4 type B1 (Using 20mm graded granite stone aggregate) in benching/coping, lintels upto 1.5m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, parapets and railings up to 60 cm in height, copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.
M&L for precast RCC 1:1½:3 type A1 (Using 20mm graded stone aggregate) as in landings, cover slabs (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
M&L for brickwork with fly ash bricks, straight or curved on plan n. exc. 6m mean radius, built in cement mortar 1:4 complete all as specified and directed by the Engineer-in-Charge.
M&L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
All as per item No.10 above but except stone
Dismantling stone pitching in portions built in cement mortar including levelling the dismantled area to get the even surface by removing the vegitation etc. complete all as specified and directed.
M&L for boulder pitching, laid dry, hand packed tightly & grouted with cement and sand mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.
All as per item No.13 above but except stone.
M&L for grouting the stone pitching in cement mortar 1:6 including removal of loose mortar & vegitation etc. complete as specified and as directed by the Engineer-in-Charge.
Raking out joints/ pointing to random rubble or polygonal rubble uncoursed or brought up to courses or stone pitching built in cement mortar complete all as specified and as directed by the Engineer-in-Charge.
S&F reinforcement TMT steel bars of 10mm dia. and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia. or securing with clips or welded complete all as specified and as directed by the Engineer-in-Charge.
All as per item No.17 above but TMT steel bars of 6 to 8mm dia.
M&L rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished fair and even complete all as specified and as directed by the Engineer-in-Charge.
M&L for rendering 15mm thick with CM 1:4 on fair faces of stone masonry surfaces or surface other than fair face of brickwork or on one side of lathing, finished fair and even complete all as specified and as directed by the Engineer-in-Charge.
P SRINIVASA RAO
S A R CONSTRUCTIONS
RAJASHEKHAR ENTERPRISES
SWATHI CONSTRUCTIONS
VAISHNAVI ASSOCIATES
N V S S K N SIVA PRASAD
S R R CONSTRUCTIONS
sagar infra
SRI GOWRI ENGINEERING WORKS
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