Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹37.8 LAccepted-AOC ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹38.8 L+₹68,233.17 (1.79%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹39.1 L+₹93,671.07 (2.46%)Rejected-Finance D NO 39 9 99 56 FLAT NO 501 SRI SAMPATH RESIDENCY MURALINAGAR VISAKHAPATNAM 530 007 | VISAKHAPATANAM | ANDHRA PRADESH | 530007 | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹41.1 L+₹3.0 L (7.75%)Rejected-Finance | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹44.2 L+₹6.1 L (15.9%)Rejected-Finance | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | ARP ENTERPRISES L3 | RAJASHEKHAR ENTERPRISES L2 | RAGHU RAMA PANDA L1 | SREE GAYATRI INFRA L10 | PRADEEP ENTERPRISES L8 | BALAJI MATRIX HOLDINGS L7 | SREE HANUMAN ENTERPRISES L4 | M/s Vinayaka Associates L5 | EFFEMM ENGINEERING L9 | SANVI PROJECTS L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc stacking the serviceable bricks after removing mortar and cleaning for re-use and disposal of debris and rubbish outside MD land exc 1.5 Km but nexc 5.00Km distance complete all as directed . | 136.62 | Cum | 1,000 ₹1,36,620 | 730 ₹99,732.6 | 529 ₹72,271.98 Lowest | 895 ₹1,22,274.9 | 915 ₹1,25,007.3 | 900 ₹1,22,958 | 890 ₹1,21,591.8 | 920 ₹1,25,690.4 | 898 ₹1,22,684.76 | 900 ₹1,22,958 |
| 2.00 | Excavating in trenches n exc 1.50 m in width and n exc 1.50 m in depth for foundation, manholes etc as well as n exc 10 sqm on plan area and getting out in soft/loose soil commplete all as specified and directed. | 289.98 | Cum | 150 ₹43,497 Lowest | 381 ₹1,10,482.38 | 277 ₹80,324.46 | 615 ₹1,78,337.7 | 592 ₹1,71,668.16 | 613 ₹1,77,757.74 | 570 ₹1,65,288.6 | 600 ₹1,73,988 | 612 ₹1,77,467.76 | 613 ₹1,77,757.74 |
| 3.00 | M&L for PCC 1:4:8 , type D-2, using 40mm graded crushed stone aggregate as in foundation , filling and mass concrete commplete all as specified and directed. | 26.13 | Cum | 4,500 ₹1,17,585 | 3,456 ₹90,305.28 Lowest | 4,039 ₹1,05,539.07 | 6,600 ₹1,72,458 | 6,530 ₹1,70,628.9 | 6,580 ₹1,71,935.4 | 6,450 ₹1,68,538.5 | 6,500 ₹1,69,845 | 6,590 ₹1,72,196.7 | 6,580 ₹1,71,935.4 |
| 4.00 | Use and waste of form work to sides of concrete foundations, footings, base of columns, sides and soffits of plinth beams, sides of pile caps and similar work for rough finished surface of concrete complete all as specified and directed. | 240 | Sqm | 400 ₹96,000 Lowest | 468 ₹1,12,320 | 637 ₹1,52,880 | 480 ₹1,15,200 | 455 ₹1,09,200 | 470 ₹1,12,800 | 440 ₹1,05,600 | 450 ₹1,08,000 | 465 ₹1,11,600 | 470 ₹1,12,800 |
| 5.00 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, foundation for columns, etc complete all as specified and directed. | 55.5 | Cum | 7,000 ₹3,88,500 Lowest | 9,000 ₹4,99,500 | 7,999 ₹4,43,944.5 | 7,910 ₹4,39,005 | 7,580 ₹4,20,690 | 7,700 ₹4,27,350 | 7,520 ₹4,17,360 | 7,600 ₹4,21,800 | 7,800 ₹4,32,900 | 7,700 ₹4,27,350 |
| 6.00 | Use and waste form work to sides pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and as directed. | 216 | Sqm | 600 ₹1,29,600 | 465 ₹1,00,440 Lowest | 637 ₹1,37,592 | 650 ₹1,40,400 | 605 ₹1,30,680 | 620 ₹1,33,920 | 500 ₹1,08,000 | 600 ₹1,29,600 | 640 ₹1,38,240 | 620 ₹1,33,920 |
| 7.00 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in columns,pillars etccomplete all as specified and directed.. | 15.75 | Cum | 7,000 ₹1,10,250 Lowest | 9,450 ₹1,48,837.5 | 7,999 ₹1,25,984.25 | 7,910 ₹1,24,582.5 | 7,580 ₹1,19,385 | 7,700 ₹1,21,275 | 7,520 ₹1,18,440 | 7,600 ₹1,19,700 | 7,800 ₹1,22,850 | 7,700 ₹1,21,275 |
| 8.00 | Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves ,plinth beam including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed. | 88 | Sqm | 600 ₹52,800 | 490 ₹43,120 Lowest | 709 ₹62,392 | 625 ₹55,000 | 615 ₹54,120 | 600 ₹52,800 | 585 ₹51,480 | 610 ₹53,680 | 620 ₹54,560 | 600 ₹52,800 |
| 9.00 | M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in lintels beams and roof beams etc complete all as specified and directed. | 15.4 | Cum | 7,000 ₹1,07,800 Lowest | 9,900 ₹1,52,460 | 7,999 ₹1,23,184.6 | 7,910 ₹1,21,814 | 7,580 ₹1,16,732 | 7,700 ₹1,18,580 | 7,520 ₹1,15,808 | 7,600 ₹1,17,040 | 7,800 ₹1,20,120 | 7,700 ₹1,18,580 |
| 10.00 | S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed. | 5,606.84 | Kg | 100 ₹5,60,684 | 99 ₹5,55,077.16 | 88 ₹4,93,401.92 | 83 ₹4,65,367.72 | 89 ₹4,99,008.76 | 87 ₹4,87,795.08 | 78 ₹4,37,333.52 Lowest | 84 ₹4,70,974.56 | 85 ₹4,76,581.4 | 87 ₹4,87,795.08 |
Tender Value
₹43.4 L
EMD Value
₹86,800
Closing Date
25 Oct 2025, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
DEMOLITION AND RECONSTRUCTION OF HQEF BUILDING BOUNDARY WALL AT HQEF, VISAKHAPATNAM
2025_MES_733771_1
C/8604/25-26/E8 TOKEN 107 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹86,800
Yes
29 Dec 2025
4 Oct 2025
29 Oct 2025
4 Oct 2025
25 Oct 2025
18 Oct 2025
Amount
Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc stacking the serviceable bricks after removing mortar and cleaning for re-use and disposal of debris and rubbish outside MD land exc 1.5 Km but nexc 5.00Km distance complete all as directed .
Excavating in trenches n exc 1.50 m in width and n exc 1.50 m in depth for foundation, manholes etc as well as n exc 10 sqm on plan area and getting out in soft/loose soil commplete all as specified and directed.
M&L for PCC 1:4:8 , type D-2, using 40mm graded crushed stone aggregate as in foundation , filling and mass concrete commplete all as specified and directed.
Use and waste of form work to sides of concrete foundations, footings, base of columns, sides and soffits of plinth beams, sides of pile caps and similar work for rough finished surface of concrete complete all as specified and directed.
M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams, plinth beams, foundation for columns, etc complete all as specified and directed.
Use and waste form work to sides pillars, posts, struts, piers, columns and stanchions for rough finished surfaces of concrete complete all as specified and as directed.
M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in columns,pillars etccomplete all as specified and directed..
Use and waste of formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves ,plinth beam including supports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed.
M&L for RCC M-30 (Design mix) using 20mm graded crushed stone aggregate as in lintels beams and roof beams etc complete all as specified and directed.
S & F high strength corrosion resistant TMT steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed.
M&L for high strength corrosion resistant TMT bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and directed.
M&L for Brick work with subclass ‘B’ old size fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed .
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 including finishing the surfaces even and smooth without using extra cement complete all as specified and directed.
M&L for preparation of new platered surface of wall and applying two coats of weather proof 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre, having dart pick up resistant, silicon enhanced, UV resistant and PU enhanced property over a coat of alkali resistant primer including making good any undulations on the surfaces including all necessary scaffolding,complete all as specified and directed. Note :- Painting work shall be carried out acoording to Smart Painting procedure mentioned in PS
M & L for Mild steel framed work such as grills, gratings, gates etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bar, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe-410-0 Gde E-250 complete all as specified and directed.
M & L for preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint (1st grade quality) over a coat of red oxide zinc chrome primer complete all as specified and directed.
S&F cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters and similar articles n exc 5 kg Articles exc 5 kg each complete all as specifed and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25cm in soft/loose soil complete all as specified and directed .
Removing excavated soil to a distance exc. 1.5 Km but n.exc. 5.00 Km and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
RAJASHEKHAR ENTERPRISES (BID ID -3456228)
ARP ENTERPRISES (BID ID -3455217)
SREE HANUMAN ENTERPRISES (BID ID -3458862)
M/s Vinayaka Associates (BID ID -3457549)
SANVI PROJECTS (BID ID -3459467)
BALAJI MATRIX HOLDINGS (BID ID -3459332)
PRADEEP ENTERPRISES (BID ID -3458360)
EFFEMM ENGINEERING (BID ID -3458161)
SREE GAYATRI INFRA (BID ID -3458193)
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.34 MB
Tender_8604.pdf
Tender Documents • 1.41 MB
BOQ_821579.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .