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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.5 LAccepted-AOC HOUSE NO 4 150 NV COLONY BHEENUNIPATNAM VISAKHAPATNAM PIN 531 163 | VISAKHAPATANAM | ANDHRA PRADESH | 531163 | L1 | Accepted-AOC Awarded being lowest bidder | |
| 2 | L2₹40.9 L+₹1.3 L (3.29%)Rejected-Finance | L2 | Rejected-Finance Not being lowest bidder | |
| 3 | L3₹44.5 L+₹4.9 L (12.5%)Rejected-Finance | L3 | Rejected-Finance Not being lowest bidder | |
| 4 | L4₹45.7 L+₹6.2 L (15.6%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | NTR | ANDHRA PRADESH | 520001 | L4 | Rejected-Finance Not being lowest bidder | |
| 5 | L5₹46.2 L+₹6.7 L (16.8%)Rejected-Finance | L5 | Rejected-Finance Not being lowest bidder |
| Sl No | Description | Qty | Unit | R R ENGINEERING COMPANY L10 | V RAMESH BABU AND COMPANY L1 | K NAGARAJU L2 | SRI VENKATA SAI MANIKANTA CONSTRUCTIONS L6 | G VENKATA RAO L7 | NAVEEN INFRASTRUCTURES L5 | SRI SAI MANIKANTA ENTERPRISES L8 | sai ganesh enterprises L4 | GVR CONSTRUCTIONS L9 | S J CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in ordinary rock soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,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, as directed by Engineer-incharge | 562.28 | Cum | 385 ₹2,16,477.8 | 153 ₹86,028.84 Lowest | 290 ₹1,63,061.2 | 336 ₹1,88,926.08 | 325 ₹1,82,741 | 340 ₹1,91,175.2 | 340 ₹1,91,175.2 | 330 ₹1,85,552.4 | 365 ₹2,05,232.2 | 320 ₹1,79,929.6 |
| 2.00 | 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. | 107.1 | Cum | 9,350 ₹10,01,385 | 4,500 ₹4,81,950 | 4,200 ₹4,49,820 Lowest | 4,459 ₹4,77,558.9 | 4,420 ₹4,73,382 | 4,445 ₹4,76,059.5 | 4,500 ₹4,81,950 | 4,300 ₹4,60,530 | 4,395 ₹4,70,704.5 | 4,350 ₹4,65,885 |
| 3.00 | M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 as in retaining walls, abutments and similar work complete all as specified and directed. | 427.22 | Cum | 7,150 ₹30,54,623 | 3,699 ₹15,80,286.78 Lowest | 4,200 ₹17,94,324 | 4,900 ₹20,93,378 | 4,890 ₹20,89,105.8 | 4,850 ₹20,72,017 | 4,925 ₹21,04,058.5 | 4,800 ₹20,50,656 | 5,345 ₹22,83,490.9 | 4,700 ₹20,07,934 |
| 4.00 | 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. | 30.24 | Cum | 9,350 ₹2,82,744 | 5,814 ₹1,75,815.36 | 6,400 ₹1,93,536 | 6,600 ₹1,99,584 | 6,600 ₹1,99,584 | 6,520 ₹1,97,164.8 | 6,525 ₹1,97,316 | 6,530 ₹1,97,467.2 | 5,610 ₹1,69,646.4 Lowest | 6,480 ₹1,95,955.2 |
| 5.00 | M & L for raised pointing in cement morter 1:4 to random or polygonal rubble, uncoursed or brought upto courses complete all as specified and directed. | 157.5 | 10Sqm | 627 ₹98,752.5 Lowest | 2,979 ₹4,69,192.5 | 2,500 ₹3,93,750 | 2,600 ₹4,09,500 | 2,590 ₹4,07,925 | 2,585 ₹4,07,137.5 | 2,630 ₹4,14,225 | 2,590 ₹4,07,925 | 2,705 ₹4,26,037.5 | 2,560 ₹4,03,200 |
| 6.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25cm in soil mixed with boulders complete all as specified and directed . | 186.76 | Cum | 187 ₹34,924.12 | 639 ₹1,19,339.64 | 80 ₹14,940.8 Lowest | 100 ₹18,676 | 99 ₹18,489.24 | 95 ₹17,742.2 | 98 ₹18,302.48 | 80 ₹14,940.8 Lowest | 181 ₹33,803.56 | 85 ₹15,874.6 |
| 7.00 | Removing excavated materials exc 1.5 Km but n. exc 5 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 375.52 | Cum | 198 ₹74,352.96 Lowest | 369 ₹1,38,566.88 | 280 ₹1,05,145.6 | 320 ₹1,20,166.4 | 340 ₹1,27,676.8 | 310 ₹1,16,411.2 | 325 ₹1,22,044 | 330 ₹1,23,921.6 | 375 ₹1,40,820 | 290 ₹1,08,900.8 |
| 8.00 | M & L for hand packing 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. | 269.33 | Cum | 5,720 ₹15,40,567.6 | 2,727 ₹7,34,462.91 Lowest | 3,000 ₹8,07,990 | 3,500 ₹9,42,655 | 3,500 ₹9,42,655 | 3,470 ₹9,34,575.1 | 3,490 ₹9,39,961.7 | 3,420 ₹9,21,108.6 | 3,120 ₹8,40,309.6 | 3,300 ₹8,88,789 |
| 9.00 | 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. | 388.5 | Rm | 1,485 ₹5,76,922.5 | 272 ₹1,05,672 Lowest | 280 ₹1,08,780 | 340 ₹1,32,090 | 390 ₹1,51,515 | 350 ₹1,35,975 | 360 ₹1,39,860 | 390 ₹1,51,515 | 280 ₹1,08,780 | 300 ₹1,16,550 |
| 10.00 | S&F 4mm dia galvanised steel wire,50x50 mm mesh, made up into mattresses or cages, lapped, wired and laid in position complete all as specified and directed. | 5 | Sqm | 242 ₹1,210 | 1,000 ₹5,000 | 500 ₹2,500 | 490 ₹2,450 | 560 ₹2,800 | 575 ₹2,875 | 580 ₹2,900 | 580 ₹2,900 | 70 ₹350 Lowest | 570 ₹2,850 |
Tender Value
₹43.6 L
EMD Value
₹87,300
Closing Date
25 Sept 2025, 6:00 pmClosed
GARRISON ENGINEER (NAVAL BASE)
GARRISON ENGINEER NAVAL BASE GANDHIGRAM POST VISAKHAPATNAM 530005
PROVISION OF RR MASONRY RETAINING WALL WITH COMPOUND WALL AT VARIOUS PLACES IN DOLPHIN HILL , VISAKHAPATNAM
2025_MES_721181_2
C/8560/25-26/E8 TOKEN 77 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
₹87,300
Yes
10 Dec 2025
11 Sept 2025
27 Sept 2025
11 Sept 2025
25 Sept 2025
18 Sept 2025
Amount
Earth work in excavation in ordinary rock soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,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, as directed by Engineer-incharge
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.
M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 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 1:4 to random or polygonal rubble, uncoursed or brought upto courses complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25cm in soil mixed with boulders complete all as specified and directed .
Removing excavated materials exc 1.5 Km but n. exc 5 Km and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
M & L for hand packing 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.
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.
S&F 4mm dia galvanised steel wire,50x50 mm mesh, made up into mattresses or cages, lapped, wired and laid in position complete all as specified and directed.
M & L for preparing newly plastered surfaces of walls, etc and applying three coats of white wash complete all as specified and directed.
K NAGARAJU (BID ID -3434874)
S J CONSTRUCTIONS (BID ID -3435229)
sai ganesh enterprises (BID ID -3435119)
NAVEEN INFRASTRUCTURES (BID ID -3435215)
SRI VENKATA SAI MANIKANTA CONSTRUCTIONS (BID ID -3435734)
G VENKATA RAO (BID ID -3435685)
SRI SAI MANIKANTA ENTERPRISES (BID ID -3435689)
GVR CONSTRUCTIONS (BID ID -3434741)
R R ENGINEERING COMPANY (BID ID -3432080)
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