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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAccepted-AOC D NO 71 31 96 6 ASRR COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | ₹35.2 L | L1 | Accepted-AOC THE LOWEST BIDDER |
| 2 | L2₹35.9 LRejected-Finance | ₹35.9 L | L2 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 3 | L3₹36.7 LRejected-Finance D NO 39 33 88 2 PLOT NO MIG 208 MADHAVADHARA VUDA COLONY VISAKHAPATNAM 530018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | ₹36.7 L | L3 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 4 | L4₹36.8 LRejected-Finance | ₹36.8 L | L4 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| 5 | L5₹37.0 LRejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | VISAKHAPATANAM | ANDHRA PRADESH | 530001 | ₹37.0 L | L5 | Rejected-Finance OTHER THAN THE LOWEST BIDDER |
| Sl No | Description | Qty | Unit | pavan putra enterprises L4 | SRI SAI SRINIVASA CONSTRUCTIONS L8 | G VENKATA RAO L2 | INDRA CONSTRUCTIONS L7 | SRI LAKSHMI INFRA L6 | RAVI VARMA JAMPANA L3 | SRI SAI MANIKANTA ENTERPRISES L5 | SRI RAJA RAJESWARI ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, in cable tench etc. n exc 10 sqm on plan and getting out in soft / loose soil complete all as directed. | 289.93 | CUM | 340 ₹98,576.20 | 300 ₹86,979 | 320 ₹92,777.60 | 325 ₹94,227.25 | 450 ₹1.3 L | 206 ₹59,725.58 | 420 ₹1.2 L | 350 ₹1.0 L |
| 2.00 | M & L for plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in surface channel and drains complete all as specified and directed. | 31.06 | CUM | 5,100 ₹1.6 L | 4,000 ₹1.2 L | 4,100 ₹1.3 L | 7,500 ₹2.3 L | 3,500 ₹1.1 L | 3,888 ₹1.2 L | 3,890 ₹1.2 L | 4,500 ₹1.4 L |
| 3.00 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in walls, retaining walls, basement wall, ballast wall and the like, any thickness above top of footing including attached pillasters and buttresses complete all as specified and directed. | 121.07 | CUM | 7,000 ₹8.5 L | 7,500 ₹9.1 L | 7,100 ₹8.6 L | 6,100 ₹7.4 L | 7,400 ₹9.0 L | 6,444 ₹7.8 L | 6,999 ₹8.5 L | 6,700 ₹8.1 L |
| 4.00 | M&L for RCC M-25 (Design Mix) (20mm graded aggregates) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slab and inshelves complete all as specified and directed. | 11.7 | CUM | 6,500 ₹76,050 | 7,500 ₹87,750 | 7,500 ₹87,750 | 6,279 ₹73,464.30 | 7,500 ₹87,750 | 5,250 ₹61,425 | 7,198 ₹84,216.60 | 6,700 ₹78,390 |
| 5.00 | Use & waste for flat form work for walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished surfaces of concrete etc complete all as specified and directed | 724.82 | SQM | 440 ₹3.2 L | 565 ₹4.1 L | 390 ₹2.8 L | 450 ₹3.3 L | 540 ₹3.9 L | 360 ₹2.6 L | 460 ₹3.3 L | 450 ₹3.3 L |
| 6.00 | Use & waste for flat formwork for suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick
(Horizontal or sloping), rough finished surfaces of concrete etc all as specified and directed | 95.58 | SQM | 435 ₹41,577.30 | 500 ₹47,790 | 410 ₹39,187.80 | 475 ₹45,400.50 | 600 ₹57,348 | 350 ₹33,453 | 472 ₹45,113.76 | 450 ₹43,011 |
| 7.00 | S & F TMT bar 10 mm dia and over cut to length bend to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including M.S wire ( annealed) not less than 0.9 mm dia complete all as specified and directed. | 23,144.01 | KG | 85 ₹19.7 L | 90 ₹20.8 L | 85 ₹19.7 L | 95 ₹22.0 L | 83 ₹19.2 L | 98 ₹22.7 L | 86 ₹19.9 L | 80 ₹18.5 L |
| 8.00 | M & L for plain cement concrete (1:2:4), type B-1 (using 20mm 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. | 1 | CUM | 7,500 ₹7,500 | 6,000 ₹6,000 | 4,900 ₹4,900 | 7,875 ₹7,875 | 4,500 ₹4,500 | 6,500 ₹6,500 | 6,900 ₹6,900 | 5,000 ₹5,000 |
| 9.00 | M & L for rendering 15 mm thick in two coats (10mm+5mm each) on fair faces of brick work or concrete surfaces in cement mortar 1:4, mixed with liquid water proofing compound in top layer as per manufacturer's instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item). | 70 | SQM | 295 ₹20,650 | 300 ₹21,000 | 360 ₹25,200 | 222 ₹15,540 | 275 ₹19,250 | 180 ₹12,600 | 310 ₹21,700 | 300 ₹21,000 |
| 10.00 | Supply only liquid water proofing compound complete all as specified. | 15 | LITRE | 345 ₹5,175 | 150 ₹2,250 | 90 ₹1,350 | 40 ₹600 | 20 ₹300 | 71 ₹1,065 | 88 ₹1,320 | 90 ₹1,350 |
Updated dates
Tender Value
₹43.3 L
EMD Value
₹86,620
Closing Date
9 Jan 2026, 6:00 pmClosed
GE I CG VIZAG
GE ICG Vizag Military Engineer Services CGWO Building Co Fleet Mail Office Visakhapatnam PIN 530011
PROVISION OF RAIN WATER DRAINAGE SYSTEM FOR ICG ASSETS AT EAST OF CHANNEL EOC VISAKHAPATNAM UNDER GE I CG VIZAG
2025_MES_744090_1
GE(I)CG/VIZ/TOKEN 73 OF 2025-26
Open Tender
Civil Works
180 days
Visakhapatnam
As per NIT
7 documents required · 7 mandatory
₹500
GE (I) (CG) Vizag
₹86,620
Yes
3 Feb 2026
11 Dec 2025
12 Jan 2026
11 Dec 2025
9 Jan 2026
26 Dec 2025
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, in cable tench etc. n exc 10 sqm on plan and getting out in soft / loose soil complete all as directed.
M & L for plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in surface channel and drains complete all as specified and directed.
M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in walls, retaining walls, basement wall, ballast wall and the like, any thickness above top of footing including attached pillasters and buttresses complete all as specified and directed.
M&L for RCC M-25 (Design Mix) (20mm graded aggregates) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slab and inshelves complete all as specified and directed.
Use & waste for flat form work for walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter rough finished surfaces of concrete etc complete all as specified and directed
Use & waste for flat formwork for suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), rough finished surfaces of concrete etc all as specified and directed
S & F TMT bar 10 mm dia and over cut to length bend to shape required including cranking bending spirally for hooping for columns hooking ends and binding with and including M.S wire ( annealed) not less than 0.9 mm dia complete all as specified and directed.
M & L for plain cement concrete (1:2:4), type B-1 (using 20mm 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 rendering 15 mm thick in two coats (10mm+5mm each) on fair faces of brick work or concrete surfaces in cement mortar 1:4, mixed with liquid water proofing compound in top layer as per manufacturer's instructions and finished the surface even and fair without using extra cement complete all as specified and directed. (Note : WPC shall be measured and paid separately against respective item).
Supply only liquid water proofing compound complete all as specified.
Removing excavated material to a distance exc 50 mtr but n.exc 100m and depositing where directed at a level n exc 1.50 mtr above the starting point complete all as specified & directed.
Returning, filling in incl spreading, leveling, watering and well ramming in layers n exc 25 cm complete all as specified & directed.
S&F 75 mm bore PVC (SWR) Soil, waste and vent pipes single socketed in any length with rubber ring joints laid in trenches or in floor complete all as specified and directed.
G VENKATA RAO (BID ID -3514353)
RAVI VARMA JAMPANA (BID ID -3514451)
pavan putra enterprises (BID ID -3514367)
SRI SAI MANIKANTA ENTERPRISES (BID ID -3514322)
SRI LAKSHMI INFRA (BID ID -3509856)
INDRA CONSTRUCTIONS (BID ID -3514197)
SRI SAI SRINIVASA CONSTRUCTIONS (BID ID -3519644)
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