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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.0 LAccepted-AOC NO 24 54 21 5 LIG 408 VUDA COLONY VINAYAKA NAGAR GAJUWAKA VISAKHAPATNAM 530026 | VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | 1 | Accepted-AOC AWARDED BEING THE LOWEST TENDERER | |
| 2 | 2₹28.0 L+₹98,261.61 (3.64%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 3 | 3₹28.2 L+₹1.2 L (4.36%)Rejected-Finance | 3 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 4 | 4₹28.9 L+₹1.9 L (6.85%)Rejected-Finance | 4 | Rejected-Finance REJECTED NOT BEING THE LOWEST TENDERER | |
| 5 | 5₹29.2 L+₹2.2 L (8.28%)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 L14 | KSN PROJECTS L17 | ALLURI CONSTRUCTIONS L16 | RAJASHEKHAR ENTERPRISES L20 | SRI VIJAYA LAKSHMI ENTERPRISES L3 | M/s VENKATA JAHNAVI CONSTRUCTIONS L6 | DHEERU BUILDERS L18 | SRI JAYANTH ASSOCIATES L21 | N V S S K N SIVA PRASAD L2 | SRI BHAVANI ENTERPRISES L4 | G VENKATA RAO L10 | GVR CONSTRUCTIONS L11 | SRI SAI MANIKANTA ENTERPRISES L5 | K NAGARAJU L8 | K & K CONSTRUCTIONS L1 | S R CONSTRUCTIONS L19 | V R K CONSTRUCTIONS L9 | SRI RAJA RAJESWARI ENTERPRISES L13 | INDRA CONSTRUCTIONS L15 | K.ADITYA ENGINEERING CONTRACTORS L12 | sai ganesh enterprises L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n 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 getting out in hard/dense soil complete all as specified and directed. | 609 | Cum | 499 ₹3,03,891 | 117 ₹71,253 Lowest | 349 ₹2,12,541 | 268 ₹1,63,212 | 250 ₹1,52,250 | 280 ₹1,70,520 | 320 ₹1,94,880 | 250 ₹1,52,250 | 290 ₹1,76,610 | 300 ₹1,82,700 | 330 ₹2,00,970 | 350 ₹2,13,150 | 339 ₹2,06,451 | 300 ₹1,82,700 | 289 ₹1,76,001 | 225 ₹1,37,025 | 266 ₹1,61,994 | 300 ₹1,82,700 | 675 ₹4,11,075 | 255 ₹1,55,295 | 400 ₹2,43,600 |
| 2.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed.
. | 174 | Cum | 550 ₹95,700 | 153 ₹26,622 | 349 ₹60,726 | 305 ₹53,070 | 250 ₹43,500 | 350 ₹60,900 | 300 ₹52,200 | 150 ₹26,100 Lowest | 290 ₹50,460 | 300 ₹52,200 | 280 ₹48,720 | 360 ₹62,640 | 349 ₹60,726 | 300 ₹52,200 | 309 ₹53,766 | 225 ₹39,150 | 266 ₹46,284 | 325 ₹56,550 | 450 ₹78,300 | 255 ₹44,370 | 450 ₹78,300 |
| 3.00 | M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. | 52.2 | Cum | 4,900 ₹2,55,780 | 5,400 ₹2,81,880 | 3,599 ₹1,87,867.8 | 5,000 ₹2,61,000 | 3,000 ₹1,56,600 Lowest | 3,500 ₹1,82,700 | 7,400 ₹3,86,280 | 5,500 ₹2,87,100 | 3,800 ₹1,98,360 | 4,200 ₹2,19,240 | 3,900 ₹2,03,580 | 4,000 ₹2,08,800 | 3,850 ₹2,00,970 | 3,500 ₹1,82,700 | 4,699 ₹2,45,287.8 | 4,500 ₹2,34,900 | 4,199 ₹2,19,187.8 | 4,250 ₹2,21,850 | 4,100 ₹2,14,020 | 4,100 ₹2,14,020 | 4,000 ₹2,08,800 |
| 4.00 | 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. | 612 | Cum | 3,255 ₹19,92,060 | 4,230 ₹25,88,760 | 3,899 ₹23,86,188 | 3,899 ₹23,86,188 | 3,400 ₹20,80,800 | 3,380 ₹20,68,560 | 3,600 ₹22,03,200 | 4,500 ₹27,54,000 | 2,990 ₹18,29,880 | 2,980 ₹18,23,760 | 3,500 ₹21,42,000 | 3,600 ₹22,03,200 | 3,249 ₹19,88,388 | 3,300 ₹20,19,600 | 2,799 ₹17,12,988 Lowest | 3,700 ₹22,64,400 | 3,659 ₹22,39,308 | 3,500 ₹21,42,000 | 3,333 ₹20,39,796 | 3,500 ₹21,42,000 | 3,200 ₹19,58,400 |
| 5.00 | 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. | 4.2 | Cum | 5,200 ₹21,840 | 5,400 ₹22,680 | 4,499 ₹18,895.8 | 7,999 ₹33,595.8 | 4,500 ₹18,900 | 5,000 ₹21,000 | 6,000 ₹25,200 | 6,500 ₹27,300 | 6,300 ₹26,460 | 5,000 ₹21,000 | 6,500 ₹27,300 | 5,500 ₹23,100 | 5,450 ₹22,890 | 5,500 ₹23,100 | 4,899 ₹20,575.8 | 5,000 ₹21,000 | 5,999 ₹25,195.8 | 5,500 ₹23,100 | 7,500 ₹31,500 | 4,100 ₹17,220 Lowest | 5,500 ₹23,100 |
| 6.00 | 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. | 15 | 10Sqm | 2,900 ₹43,500 | 900 ₹13,500 | 5,999 ₹89,985 | 489 ₹7,335 | 1,000 ₹15,000 | 280 ₹4,200 Lowest | 2,000 ₹30,000 | 2,000 ₹30,000 | 1,500 ₹22,500 | 2,000 ₹30,000 | 1,800 ₹27,000 | 280 ₹4,200 Lowest | 1,290 ₹19,350 | 2,500 ₹37,500 | 899 ₹13,485 | 2,000 ₹30,000 | 329 ₹4,935 | 2,500 ₹37,500 | 2,500 ₹37,500 | 2,000 ₹30,000 | 550 ₹8,250 |
| 7.00 | 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. | 420 | Sqm | 321 ₹1,34,820 | 45 ₹18,900 | 59 ₹24,780 | 489 ₹2,05,380 | 150 ₹63,000 | 280 ₹1,17,600 | 275 ₹1,15,500 | 250 ₹1,05,000 | 300 ₹1,26,000 | 300 ₹1,26,000 | 240 ₹1,00,800 | 80 ₹33,600 | 160 ₹67,200 | 300 ₹1,26,000 | 259 ₹1,08,780 | 1,000 ₹4,20,000 | 32 ₹13,440 Lowest | 300 ₹1,26,000 | 275 ₹1,15,500 | 350 ₹1,47,000 | 50 ₹21,000 |
| 8.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25cm in hard/dense soil complete all as specified and directed . | 300 | Cum | 189 ₹56,700 | 45 ₹13,500 Lowest | 59 ₹17,700 | 75 ₹22,500 | 150 ₹45,000 | 100 ₹30,000 | 165 ₹49,500 | 60 ₹18,000 | 120 ₹36,000 | 200 ₹60,000 | 130 ₹39,000 | 110 ₹33,000 | 79 ₹23,700 | 90 ₹27,000 | 99 ₹29,700 | 80 ₹24,000 | 68 ₹20,400 | 200 ₹60,000 | 139 ₹41,700 | 125 ₹37,500 | 200 ₹60,000 |
| 9.00 | Removing excavated materials exc 5 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. | 300 | Cum | 322 ₹96,600 | 153 ₹45,900 | 159 ₹47,700 | 410 ₹1,23,000 | 150 ₹45,000 | 280 ₹84,000 | 280 ₹84,000 | 100 ₹30,000 | 420 ₹1,26,000 | 500 ₹1,50,000 | 260 ₹78,000 | 300 ₹90,000 | 390 ₹1,17,000 | 320 ₹96,000 | 359 ₹1,07,700 | 90 ₹27,000 Lowest | 203 ₹60,900 | 300 ₹90,000 | 400 ₹1,20,000 | 250 ₹75,000 | 300 ₹90,000 |
| 10.00 | M & L for hand packing of dry aggregate with broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. | 15.31 | Cum | 3,400 ₹52,054 | 1,620 ₹24,802.2 | 2,700 ₹41,337 | 1,500 ₹22,965 | 2,500 ₹38,275 | 280 ₹4,286.8 Lowest | 1,200 ₹18,372 | 1,600 ₹24,496 | 1,500 ₹22,965 | 1,250 ₹19,137.5 | 1,600 ₹24,496 | 2,200 ₹33,682 | 2,699 ₹41,321.69 | 980 ₹15,003.8 | 2,009 ₹30,757.79 | 2,300 ₹35,213 | 2,399 ₹36,728.69 | 2,200 ₹33,682 | 1,715 ₹26,256.65 | 2,500 ₹38,275 | 1,800 ₹27,558 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
10 Mar 2026, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF RETAINING WALL FOR BUILDING NO P112 AND P-113 AT INHS KALYANI , VISAKHAPATNAM
2026_MES_753083_1
C/8658/25-26/E8 TOKEN 132 OF 2025-26
Open Tender
Civil Works
Item Rate
120 days
VISAKHAPATNAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GARRISON ENGINEER NAVAL BASE
₹86,000
Yes
31 Mar 2026
17 Feb 2026
12 Mar 2026
17 Feb 2026
10 Mar 2026
3 Mar 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: GARRISON ENGINEER [NAVAL BASE][VISAKHAPATNAM]
Name of Work: PROVISION OF RETAINING WALL FOR BUILDING NO P-112 AND P-113 AT INHS KALYANI , VISAKHAPATNAM
Contract No: CA NO. GE[NB]/ VIZ / OF 2025 - 26
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
1 Excavating in trenches, n exc 1.5 m wide and n 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 getting out in hard/dense soil complete all as specified and directed. Cum Excess(+) Full Conversion INR
2 Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed. . Cum Excess(+) Full Conversion INR
3 M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed. Cum Excess(+) Full Conversion INR
4 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. Cum Excess(+) Full Conversion INR
5 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. Cum Excess(+) Full Conversion INR
6 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. 10Sqm Excess(+) Full Conversion INR
7 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. Sqm Excess(+) Full Conversion INR
8 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25cm in hard/dense soil complete all as specified and directed . Cum Excess(+) Full Conversion INR
9 Removing excavated materials exc 5 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. Cum Excess(+) Full Conversion INR
10 M & L for hand packing of dry aggregate with broken stone or boulders (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level complete all as specified and directed. Cum Excess(+) Full Conversion INR
11 S & F 110 mm bore, PVC (SWR), Soil waste and vent pipes, single socketed ,pressure rating 6kg/sqcm in any length with or without ears, with cement joints fixed to wall, etc with all necessary fixing arrangement complete all as specified and directed. Rm Excess(+) Full Conversion INR
12 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 . Cum Excess(+) Full Conversion INR
13 M&L for 10 mm thick rendering in CM 1:6 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. Sqm Excess(+) Full Conversion INR
14 Material and labour for prepaqration of newly plastered wall surface and applying two coats of cement base paint over a coat of alkali resistance primer complete all as specified and directed. Sqm Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
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