Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹3.3 Cr+₹3.5 L (1.08%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹3.3 Cr+₹3.6 L (1.12%)Admitted-Finance G 102 PLOT NO 102 SHREE LAKSHMI RECIDECY SECTOR 8 MVP COLONY VISAKHAPATNAM ANDHRA PRADESH 530013 | VISAKHAPATANAM | ANDHRA PRADESH | 530013 | L3 | Admitted-Finance | |
| 4 | L4₹3.3 Cr+₹5.5 L (1.70%)Admitted-Finance MIG 1 12 GULLALAPALEM VUDA COLONY SRIHARIPURAM MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | L4 | Admitted-Finance | |
| 5 | L5₹3.5 Cr+₹22.1 L (6.82%)Admitted-Finance DOOR NO 39 33 146 2 3 MIG 76 MADHAVADHARA VUDA COLONY VISAKHAPATNAM 530 018 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530018 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | srisampathassociates L8 | SUMA ENCON PROJECTS PRIVATE LIMITED L7 | CHAITANYA CONSTRUCTIONS L6 | SVS PROJECTS L5 | M/s Sata Projects Private Limited L9 | A CHINNARAO REDDY L1 | GAGANSRI INFRA L2 | MERIDIAN CONSTRUCTIONS PRIVATE LIMITED L3 | S A R CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00GTO Ground | ||||||||||||
| 1.01 | Surface dressing n exc 15 cm deep getting out in 'Soft/loose soil complete all as specified and as directed. | 7,604 | Sqm | 22 ₹1,67,288 | 26 ₹1,97,704 | 27 ₹2,05,308 | 23 ₹1,74,892 | 30 ₹2,28,120 | 27 ₹2,05,308 | 16 ₹1,21,664 Lowest | 27 ₹2,05,308 | 30 ₹2,28,120 |
| 1.02 | Earth work in all kind of soils excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, n exc. 1.5 m in width as well as 10 sqm on 'plan) including getting out and disposal of excavated 'earth lead upto 50 m and lift upto 1.5m, complete all as 'specified and as directed. | 1,552.32 | Cum | 150 ₹2,32,848 Lowest | 220 ₹3,41,510.4 | 279 ₹4,33,097.28 | 302 ₹4,68,800.64 | 250 ₹3,88,080 | 180 ₹2,79,417.6 | 201 ₹3,12,016.32 | 360 ₹5,58,835.2 | 150 ₹2,32,848 Lowest |
| 1.03 | Earth work in all kind of soils excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5 m in depth, n exc. 3.0 m in width as well as 10 sqm on 'plan) including getting out and disposal of excavated 'earth lead upto 50 m and lift upto 1.5m,to 3.0m complete all as 'specified and as directed. | 230.07 | Cum | 180 ₹41,412.6 | 290 ₹66,720.3 | 369 ₹84,895.83 | 302 ₹69,481.14 | 280 ₹64,419.6 | 234 ₹53,836.38 | 218 ₹50,155.26 | 360 ₹82,825.2 | 150 ₹34,510.5 Lowest |
| 1.04 | Material and labour for moorum/red bajri filling in forming embankments or pavings, laid in layers n.exc 15cm thick, spread, levelled and blended with earth and rammed including watering complete all as specified and as directed. | 14,827.8 | Cum | 950 ₹1,40,86,410 | 820 ₹1,21,58,796 | 729 ₹1,08,09,466.2 | 779 ₹1,15,50,856.2 | 1,000 ₹1,48,27,800 | 648 ₹96,08,414.4 | 752 ₹1,11,50,505.6 | 540 ₹80,07,012 Lowest | 725 ₹1,07,50,155 |
| 1.05 | Material an Labour for PCC 1:4:8 type D-2 using (40mm graded aggregate) as in foundation filling and mass concrete compete all as specified and as directed | 188.49 | Cum | 4,000 ₹7,53,960 | 5,500 ₹10,36,695 | 4,000 ₹7,53,960 | 4,199 ₹7,91,469.51 | 6,000 ₹11,30,940 | 5,040 ₹9,49,989.6 | 4,510 ₹8,50,089.9 | 4,500 ₹8,48,205 | 3,000 ₹5,65,470 Lowest |
| 1.06 | M&L for Reinforced Cement Concrete design mix of grade M-30 (Using 20mm graded granite stone aggregate) for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and as directed. | 369.6 | Cum | 8,000 ₹29,56,800 | 8,500 ₹31,41,600 | 8,000 ₹29,56,800 | 6,359 ₹23,50,286.4 Lowest | 9,000 ₹33,26,400 | 7,200 ₹26,61,120 | 6,850 ₹25,31,760 | 7,200 ₹26,61,120 | 7,000 ₹25,87,200 |
| 1.07 | M&L for Reinforced Cement Concrete design mix of grade M-30 (Using 20mm graded granite stone aggregate) for walls, Retaining walls, above top of footing etc., all as specified and as directed | 378.38 | Cum | 8,000 ₹30,27,040 | 8,600 ₹32,54,068 | 9,500 ₹35,94,610 | 6,899 ₹26,10,443.62 Lowest | 9,000 ₹34,05,420 | 7,200 ₹27,24,336 | 7,225 ₹27,33,795.5 | 7,200 ₹27,24,336 | 7,200 ₹27,24,336 |
| 1.08 | Use and waste of form work to sides of concrete foundation including rafts, footings, foundation beams, bases of columns etc for rough finished surface complete all as specified. | 500.5 | Sqm | 500 ₹2,50,250 | 310 ₹1,55,155 Lowest | 350 ₹1,75,175 | 374 ₹1,87,187 | 400 ₹2,00,200 | 522 ₹2,61,261 | 310 ₹1,55,155 Lowest | 504 ₹2,52,252 | 550 ₹2,75,275 |
| 1.09 | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter for rough finished surfaces of concrete all as specified and as directed | 2,351 | Sqm | 520 ₹12,22,520 | 500 ₹11,75,500 | 500 ₹11,75,500 | 419 ₹9,85,069 | 400 ₹9,40,400 Lowest | 540 ₹12,69,540 | 490 ₹11,51,990 | 648 ₹15,23,448 | 550 ₹12,93,050 |
Tender Value
₹4.5 Cr
EMD Value
₹5.3 L
Closing Date
9 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer (Navy), Visakhapatnam
Chief Engineer (Navy), Military Engineer Services, Station Road, Visakhapatnam-530 004
PROVISION OF ADDITIONAL GTO GROUND WITH SCREEN WALL AND ALLIED SERVICES FOR INFRASTRUCTURE OF NAVAL SELECTION CENTRE AT KRISHNARAYAPURAM, VISAKHAPATNAM
2026_MES_787324_1
85482
Open Tender
Civil Works
Item Rate
365 days
VISAKHAPATNAM
All as per tender documents
12 documents required · 12 mandatory
₹2,000
Garrison Engineer (P) No. 2 (Navy) Visakhapatnam
₹5.3 L
Yes
4 Nov 2026
1 Sept 2026
16 Oct 2026
1 Sept 2026
9 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | GTO Ground | - | - | - | - |
| - | Surface dressing n exc 15 cm deep getting out in 'Soft/loose soil complete all as specified and as directed. | 7,604 | Sqm | - | - |
| - | Earth work in all kind of soils excavation by mechanical 'means (Hydraulic excavator) means over areas (exceeding '30 cm in depth, n exc. 1.5 m in width as well as 10 sqm on 'plan) including getting out and disposal of excavated 'earth lead upto 50 m and lift upto 1.5m, complete all as 'specified and as directed. | 1,552.32 | Cum | - | - |
| - | Earth work in all kind of soils excavation by mechanical 'means (Hydraulic excavator) means over areas (exceeding '30 cm in depth, n exc. 3.0 m in width as well as 10 sqm on 'plan) including getting out and disposal of excavated 'earth lead upto 50 m and lift upto 1.5m,to 3.0m complete all as 'specified and as directed. | 230.07 | Cum | - | - |
| - | Material and labour for moorum/red bajri filling in floors or pavings, laid in layers n.exc 15cm thick, spread, levelled and blended with earth and rammed including watering complete all as specified and as directed. | 14,827.8 | Cum | - | - |
| - | Material an Labour for PCC 1:4:8 type D-2 using (40mm graded aggregate) as in foundation filling and mass concrete compete all as specified and as directed | 188.49 | Cum | - | - |
| - | M&L for Reinforced Cement Concrete design mix of grade M-30 (Using 20mm graded granite stone aggregate) for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and as directed. | 369.6 | Cum | - | - |
| - | M&L for Reinforced Cement Concrete design mix of grade M-30 (Using 20mm graded granite stone aggregate) for walls, Retaining walls, above top of footing etc., all as specified and as directed | 378.38 | Cum | - | - |
| - | Use and waste of form work to sides of concrete foundation including rafts, footings, foundation beams, bases of columns etc for rough finished surface complete all as specified. | 500.5 | Sqm | - | - |
| - | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter for rough finished surfaces of concrete all as specified and as directed | 2,351 | Sqm | - | - |
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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.62 MB
BOQ_882373.xls
BOQ • 0.25 MB
85482.pdf
Tender Documents • 1.50 MB
Corrigendum_85482_01Oct.pdf
PDF • 0.61 MB
Date_Corrigendum_01Oct_85482.pdf
PDF • 0.62 MB
Drawing_cedd-86-td-2-a sht 1.pdf
PDF • 1.30 MB
Drawing_cedd-86-td-2-a sht 2.pdf
PDF • 0.92 MB
Drawing_cedd-86-td-2-a sht 3.pdf
PDF • 1.15 MB
85482.pdf
PDF • 0.62 MB
85482DateCorrigendum22Sep2026.pdf
PDF • 0.61 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 .