Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.7 LAccepted-AOC | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹32.9 L+₹5.2 L (18.7%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹33.0 L+₹5.2 L (18.9%)Rejected-Finance | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹33.8 L+₹6.0 L (21.7%)Rejected-Finance | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹34.4 L+₹6.6 L (24.0%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | 5 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER |
| Sl No | Description | Qty | Unit | JAYAM BUILD CONSTRUCTIONS L12 | KSN PROJECTS L4 | MCS ENGINEERING CONSTRUCTIONS L11 | SRI VIJAYA LAKSHMI ENTERPRISES L1 | VEDANT SINGH CONSTRUCTIONS L9 | INDRA CONSTRUCTIONS L6 | K NAGARAJU L2 | CS ASSOCIATES L3 | SRI RAJA RAJESWARI ENTERPRISES L8 | GVR CONSTRUCTIONS L7 | SRI SAI MANIKANTA ENTERPRISES L5 | SRI BHAVANI ENTERPRISES L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas, n.exc 1.5 m in depth and getting out in soft/disintegrated rock complete as specified and directed. | 1,035 | Cum | 280 ₹2,89,800 | 117 ₹1,21,095 Lowest | 143 ₹1,48,005 | 250 ₹2,58,750 | 251 ₹2,59,785 | 650 ₹6,72,750 | 300 ₹3,10,500 | 139 ₹1,43,865 | 300 ₹3,10,500 | 350 ₹3,62,250 | 349 ₹3,61,215 | 300 ₹3,10,500 |
| 2.00 | M&L for 200 mm thick (compacted thickness) granular sub base (GSB) grading as per Grade-1 as specified in Table 400-1 of MaRTH specification for road and bridge work 2013, laid in single layers over compacted sub grade with natural sand,crushed gravel ,crushed stone,crushed slag or combination thereof conforming to grading as specified,mechanically mixed, spread on the sub grade by using motor grader of adequate capacity, rolled and consolidated to requirred camber and gradient using mechanical paver / grader and vibratory soil compactor of capacity 6 to 10 tonne complete all as specified and directed. Note: (a) Compaction of granular sub base shall be carried out under optimum conditions to achive 98.5% modified density. (b) Curing shall be done as per IRC recommendation. (c) Before execution the materials obtained from source shall be tested. (d) Contractor shall use vibratory earth compactor to achive 98% MDD at OMC and method of compaction to be adopted as per recommendations of testing agency reporting MDD at OMC. (e) GSB shall be executed as per Morth specifications. | 98.2 | 10 Sqm | 5,500 ₹5,40,100 | 2,970 ₹2,91,654 | 3,770 ₹3,70,214 | 3,000 ₹2,94,600 | 3,901 ₹3,83,078.2 | 1,750 ₹1,71,850 Lowest | 3,000 ₹2,94,600 | 5,800 ₹5,69,560 | 3,600 ₹3,53,520 | 4,700 ₹4,61,540 | 3,599 ₹3,53,421.8 | 3,500 ₹3,43,700 |
| 3.00 | M&L for 250mm thick (compacted thickness) WBM in two layers, each 125 mm thick with granite, trap or basalt coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. (Note: Both layer shall be measured as one unit for payment purpose) | 98.2 | 10 Sqm | 6,000 ₹5,89,200 | 2,970 ₹2,91,654 | 4,875 ₹4,78,725 | 2,500 ₹2,45,500 Lowest | 4,101 ₹4,02,718.2 | 4,100 ₹4,02,620 | 3,000 ₹2,94,600 | 6,500 ₹6,38,300 | 4,000 ₹3,92,800 | 5,250 ₹5,15,550 | 3,699 ₹3,63,241.8 | 4,000 ₹3,92,800 |
| 4.00 | M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed. | 49.09 | Cum | 1,500 ₹73,635 | 1,800 ₹88,362 | 1,482 ₹72,751.38 | 2,000 ₹98,180 | 1,150 ₹56,453.5 | 1,500 ₹73,635 | 800 ₹39,272 Lowest | 1,099 ₹53,949.91 | 820 ₹40,253.8 | 1,400 ₹68,726 | 1,615 ₹79,280.35 | 1,500 ₹73,635 |
| 5.00 | M & L for 100 mm thick, plain cement concrete 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in sub base of pathway,hardstanding etc complete all as specified and directed. | 250 | Sqm | 324 ₹81,000 | 450 ₹1,12,500 | 507 ₹1,26,750 | 250 ₹62,500 Lowest | 390 ₹97,500 | 500 ₹1,25,000 | 400 ₹1,00,000 | 329 ₹82,250 | 450 ₹1,12,500 | 350 ₹87,500 | 380 ₹95,000 | 400 ₹1,00,000 |
| 6.00 | M & L for Machine pressed precast conctete interlocking paver block any shape and size,coloured/multicoloured confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed. | 981.75 | Sqm | 700 ₹6,87,225 | 1,080 ₹10,60,290 | 990 ₹9,71,932.5 | 950 ₹9,32,662.5 | 680 ₹6,67,590 Lowest | 727 ₹7,13,732.25 | 890 ₹8,73,757.5 | 809 ₹7,94,235.75 | 850 ₹8,34,487.5 | 850 ₹8,34,487.5 | 835 ₹8,19,761.25 | 800 ₹7,85,400 |
| 7.00 | M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. | 16.6 | Cum | 4,500 ₹74,700 | 4,500 ₹74,700 | 4,467 ₹74,152.2 | 2,000 ₹33,200 Lowest | 3,900 ₹64,740 | 4,500 ₹74,700 | 3,500 ₹58,100 | 3,599 ₹59,743.4 | 4,500 ₹74,700 | 5,000 ₹83,000 | 3,890 ₹64,574 | 4,000 ₹66,400 |
| 8.00 | M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and directed. | 72 | Cum | 4,600 ₹3,31,200 | 6,300 ₹4,53,600 | 7,546 ₹5,43,312 | 3,000 ₹2,16,000 Lowest | 5,300 ₹3,81,600 | 4,100 ₹2,95,200 | 4,600 ₹3,31,200 | 4,099 ₹2,95,128 | 4,500 ₹3,24,000 | 4,900 ₹3,52,800 | 4,299 ₹3,09,528 | 5,250 ₹3,78,000 |
| 9.00 | M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 as in retaining walls, abutments and similar work complete all as specified and directed. | 70 | Cum | 3,500 ₹2,45,000 | 4,500 ₹3,15,000 | 4,950 ₹3,46,500 | 2,200 ₹1,54,000 Lowest | 3,500 ₹2,45,000 | 3,000 ₹2,10,000 | 3,400 ₹2,38,000 | 2,299 ₹1,60,930 | 3,650 ₹2,55,500 | 3,400 ₹2,38,000 | 3,249 ₹2,27,430 | 2,900 ₹2,03,000 |
| 10.00 | M & L for plain cement concrete (1:2:4), type B-0 (using 12.5mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed. | 5.4 | Cum | 6,000 ₹32,400 | 6,300 ₹34,020 | 5,071 ₹27,383.4 | 6,500 ₹35,100 | 6,900 ₹37,260 | 7,500 ₹40,500 | 4,800 ₹25,920 | 4,599 ₹24,834.6 Lowest | 5,500 ₹29,700 | 5,800 ₹31,320 | 4,999 ₹26,994.6 | 5,000 ₹27,000 |
Tender Value
₹42.3 L
EMD Value
₹84,500
Closing Date
10 Mar 2026, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF APPROACH ROAD FOR BUILDING NO P-103 (SINGLE SAILORS ACCOMMODATION) AT INHS KALYANI ,VISAKHAPATNAM
2026_MES_753098_1
C/8659/25-26/E8 TOKEN 133 OF 2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹84,500
Yes
31 Mar 2026
17 Feb 2026
12 Mar 2026
17 Feb 2026
10 Mar 2026
3 Mar 2026
Excavation over areas, n.exc 1.5 m in depth and getting out in soft/disintegrated rock complete as specified and directed.
M&L for 200 mm thick (compacted thickness) granular sub base (GSB) grading as per Grade-1 as specified in Table 400-1 of MaRTH specification for road and bridge work 2013, laid in single layers over compacted sub grade with natural sand,crushed gravel ,crushed stone,crushed slag or combination thereof conforming to grading as specified,mechanically mixed, spread on the sub grade by using motor grader of adequate capacity, rolled and consolidated to requirred camber and gradient using mechanical paver / grader and vibratory soil compactor of capacity 6 to 10 tonne complete all as specified and directed. Note: (a) Compaction of granular sub base shall be carried out under optimum conditions to achive 98.5% modified density. (b) Curing shall be done as per IRC recommendation. (c) Before execution the materials obtained from source shall be tested. (d) Contractor shall use vibratory earth compactor to achive 98% MDD at OMC and method of compaction to be adopted as per recommendations of testing agency reporting MDD at OMC. (e) GSB shall be executed as per Morth specifications.
M&L for 250mm thick (compacted thickness) WBM in two layers, each 125 mm thick with granite, trap or basalt coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. (Note: Both layer shall be measured as one unit for payment purpose)
M & L for Sand filling under floors or in foundations including spreading, levelling, watering and consolidation complete all as specified and directed.
M & L for 100 mm thick, plain cement concrete 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in sub base of pathway,hardstanding etc complete all as specified and directed.
M & L for Machine pressed precast conctete interlocking paver block any shape and size,coloured/multicoloured confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigment complete all as specified and directed.
M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.
M&L for Brickwork with 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 Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 as in retaining walls, abutments and similar work complete all as specified and directed.
M & L for plain cement concrete (1:2:4), type B-0 (using 12.5mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, including necessary formwork complete all as specified and as directed.
M & L for raised pointing in cement morter 1:3 to random or polygonal rubble, uncoursed or brought upto courses complete all as specified and directed.
Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface of Granite or Trap stone n exc40 mm and dressing of face beds and joints, as specified, of random rubble walling,uncoursed or brought upto courses complete all as specified and directed.
M & L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.
M&L for 10 mm thick rendering in CM 1:4 on fair face of brick work finish the surface fair and even without using extra cement complete all as specified and directed by Engineer-in-Charge.
M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed.
S & F 75 mm bore, PVC (SWR), in any length with or without ears, with cement joints, laid in trenches or in floors, etc complete all as specified and directed.
Removing excavated materials exc 10 Km but n. exc 15 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
stage.html
html • 0.08 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_8659.pdf
Tender Documents • 1.30 MB
BOQ_843513.xls
BOQ • 0.33 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 .