Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAdmitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | L1 | Admitted-Finance | |
| 2 | L2₹32.3 L+₹8,593.14 (0.27%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹33.1 L+₹79,848.38 (2.48%)Admitted-Finance NEAR KONAM GUEST HOUSE CO OPERATIVE COLONY CHODAVARAM VISAKHAPATNAM 531036 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 531036 | L3 | Admitted-Finance | |
| 4 | L4₹33.1 L+₹80,971.65 (2.51%)Admitted-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | L4 | Admitted-Finance | |
| 5 | L5₹33.4 L+₹1.1 L (3.42%)Admitted-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S EAST COAST ENTERPRISES L10 | venkata sai constructions L9 | RAGHU RAMA PANDA L1 | SREE HANUMAN ENTERPRISES L2 | sai ganesh enterprises L5 | GVR CONSTRUCTIONS L4 | N V S S K N SIVA PRASAD L7 | SINGH BUILDERS L3 | SRI SIMHADRI COMPANY L6 | SRI RAJA RAJESWARI ENTERPRISES L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exc (not exceeding) 30 cm deep and averaging 15cm hard/dense soil deep and getting out all as specified and directed. | 685 | SqM | 450 ₹3,08,250 | 199 ₹1,36,315 | 52 ₹35,620 | 93 ₹63,705 | 120 ₹82,200 | 114 ₹78,090 | 120 ₹82,200 | 89 ₹60,965 | 99 ₹67,815 | 30 ₹20,550 Lowest |
| 2.00 | Excavating in trenches, not exc 1.5 M wide and not exc 1.5 M in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed. | 35.28 | CuM | 450 ₹15,876 | 234 ₹8,255.52 Lowest | 259 ₹9,137.52 | 675 ₹23,814 | 850 ₹29,988 | 312 ₹11,007.36 | 400 ₹14,112 | 509 ₹17,957.52 | 850 ₹29,988 | 380 ₹13,406.4 |
| 3.00 | M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundation and mass concrete including column foundation, under floor and posts complete all as specified and directed. | 2.35 | CuM | 450 ₹1,057.5 Lowest | 4,369 ₹10,267.15 | 4,399 ₹10,337.65 | 5,480 ₹12,878 | 4,800 ₹11,280 | 4,655 ₹10,939.25 | 3,800 ₹8,930 | 4,199 ₹9,867.65 | 3,800 ₹8,930 | 4,500 ₹10,575 |
| 4.00 | M&L for 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 flat and fair finished surfaces complete all as specified and directed. | 37.5 | SqM | 450 ₹16,875 | 466 ₹17,475 | 799 ₹29,962.5 | 400 ₹15,000 | 450 ₹16,875 | 425 ₹15,937.5 | 500 ₹18,750 | 299 ₹11,212.5 | 200 ₹7,500 Lowest | 700 ₹26,250 |
| 5.00 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required including binding with and incl mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed. | 1,215 | Kg | 450 ₹5,46,750 | 92 ₹1,11,780 | 97 ₹1,17,855 | 75 ₹91,125 Lowest | 90 ₹1,09,350 | 94 ₹1,14,210 | 90 ₹1,09,350 | 99 ₹1,20,285 | 86 ₹1,04,490 | 90 ₹1,09,350 |
| 6.00 | M&L for mild steel (TMT bars) 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders incl mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed. | 63 | Kg | 450 ₹28,350 | 92 ₹5,796 | 97 ₹6,111 | 75 ₹4,725 Lowest | 90 ₹5,670 | 96 ₹6,048 | 90 ₹5,670 | 99 ₹6,237 | 88 ₹5,544 | 90 ₹5,670 |
| 7.00 | M&L for RCC M-25 grade (using 20mm graded stone aggregate) as 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. | 8 | CuM | 450 ₹3,600 Lowest | 7,100 ₹56,800 | 7,999 ₹63,992 | 6,000 ₹48,000 | 6,800 ₹54,400 | 7,100 ₹56,800 | 8,000 ₹64,000 | 5,999 ₹47,992 | 6,800 ₹54,400 | 7,000 ₹56,000 |
| 8.00 | S&F for Fibre glass reinforced translucent corrugated sheeting of 2mm thick with two corrugations side lap fixed with coach screw and washer in roof, wall etc all as specified and directed. | 180.96 | SqM | 450 ₹81,432 Lowest | 1,399 ₹2,53,163.04 | 1,159 ₹2,09,732.64 | 1,100 ₹1,99,056 | 1,450 ₹2,62,392 | 1,675 ₹3,03,108 | 2,450 ₹4,43,352 | 999 ₹1,80,779.04 | 1,850 ₹3,34,776 | 1,800 ₹3,25,728 |
| 9.00 | S & F for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.confirming Fe 410 -W (Gde E- 250) quality -A complete all as specified and directed. | 2,910.76 | Kg | 450 ₹13,09,842 | 126 ₹3,66,755.76 | 151 ₹4,39,524.76 | 126 ₹3,66,755.76 | 120 ₹3,49,291.2 | 122 ₹3,55,112.72 | 125 ₹3,63,845 | 129 ₹3,75,488.04 | 118 ₹3,43,469.68 Lowest | 140 ₹4,07,506.4 |
| 10.00 | S&F Steel work in tubular pole including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed. | 435.6 | Kg | 450 ₹1,96,020 | 123 ₹53,578.8 | 178 ₹77,536.8 | 140 ₹60,984 | 140 ₹60,984 | 124 ₹54,014.4 | 120 ₹52,272 | 119 ₹51,836.4 | 115 ₹50,094 Lowest | 120 ₹52,272 |
Tender Value
₹44.4 L
EMD Value
₹88,780
Closing Date
21 Oct 2025, 6:00 pmClosed
GE (I) DM Visakhapatnam
GE (I) DM Visakhapatnam
PROVISION OF SHED AND FOOTPATH FOR PROTECTION OF SAPINGS AT VARIOUS LOCATIONS AT NAVAL DOCKYARD, VISAKHAPATNAM UNDER GE (I) DM, VISAKHAPATNAM
2025_MES_732346_1
8393/E8
Open Tender
Civil Works
Item Rate
Naval Dockyard Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (I) DM VISAKHAPATNAM
₹88,780
Yes
4 Nov 2025
23 Sept 2025
23 Oct 2025
23 Sept 2025
21 Oct 2025
7 Oct 2025
24 Sept 2025 - 4 Oct 2025
Amount
Surface excavation not exc (not exceeding) 30 cm deep and averaging 15cm hard/dense soil deep and getting out all as specified and directed.
Excavating in trenches, not exc 1.5 M wide and not exc 1.5 M in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed.
M&L for PCC 1:4:8 type D-2 (40mm graded stone aggregate) as in foundation and mass concrete including column foundation, under floor and posts complete all as specified and directed.
M&L for 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 flat and fair finished surfaces 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 binding with and incl mild steel wire (annealed) not less than 0.90mm dia 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 incl mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed.
M&L for RCC M-25 grade (using 20mm graded stone aggregate) as 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.
S&F for Fibre glass reinforced translucent corrugated sheeting of 2mm thick with two corrugations side lap fixed with coach screw and washer in roof, wall etc all as specified and directed.
S & F for Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.confirming Fe 410 -W (Gde E- 250) quality -A complete all as specified and directed.
S&F Steel work in tubular pole including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed.
S&F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe-410- W(Gde E-250) quality-B complete all as specified and directed.
S&F Mild steel bolts purpose made with hexagonal or square head one end and screwed the other, or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut. Exc 30cm long complete all as specified and directed.
M&L for preparation of steel surfaces of any description over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of zinc chromate primer complete all as specified and directed.
Returning and filling in hard dense soil,including, spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
Removing excavated soil material not exc. 50m and depositing where directed at a level not exc. 1.5M above the starting point all as specified and directed.
M&L for hard core of broken stone or boulder of gauge not exc 63mm depositeed spread and leveled in layers not exc 15cm thick watered rammed to true surface complete all as specified and directed.
M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundation and mass concrete including column foundation, under floor and posts complete all as specified and directed.
Excavating in post holes (or similar holes) each n exc 0.5cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and directed.
S & F framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed.
Supply and fixing rotational moulded polyethylene water storage 500 ltrs. capacity tank (cylindrical vertical with closed top) hoisted and fixed in position all as specified as in SSR Part-I all as specified and directed.
S&F ball brass valve 20mm dia high pressure with polythene float and flynut complete all as specified and directed
S&F 15mm dia 3-layer PP-R Polypropylene random copolymer) concealed pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings fixed complete to walls, ceilings or in floors etc. all as specified and directed.
M&L for pre-cast cement concrete 1:3:6 type C1(using 20 mm graded crushedstone aggregate) block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar (1:6) complete all as specified and directed.
M&L for rendering 15 mm thick in CM 1:4 on brick/concrete wall surfaces of any description, and finishing the surfaces even and smooth without using extra cement all as specified and directed.
M & L for preparation of newly plastered surfaces of walls and applying two coats of exterior emulsion paint (weather coat) over a coat of alkali resistance primer complete all as specified and directed.
M&L Granite (of any type) slab, 18 to 20 mm thick machine cut in skirting/dado laid over 15 mm thick backing cement screed (1:3) and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of the granite stone including cutting and polishing complete all as specified and directed
M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundation and mass concrete including column foundation, under floor and posts complete all as specified and directed.
M&L for chequered cement concrete tiles with grey and any pigments 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors and incl cement screed 15mm thick in 1:6 all as specified and directed
SREE HANUMAN ENTERPRISES (BID ID -3454831)
SINGH BUILDERS (BID ID -3456554)
GVR CONSTRUCTIONS (BID ID -3456074)
sai ganesh enterprises (BID ID -3449484)
SRI SIMHADRI COMPANY (BID ID -3450328)
N V S S K N SIVA PRASAD (BID ID -3450609)
SRI RAJA RAJESWARI ENTERPRISES (BID ID -3454011)
venkata sai constructions (BID ID -3450692)
M/S EAST COAST ENTERPRISES (BID ID -3449527)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.25 MB
8393tender.pdf
Tender Documents • 1.12 MB
BOQ_819969.xls
BOQ • 0.29 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 .