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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.4 LAdmitted-Finance D NO 49 23 27 A FLAT NO 301 3RD FLOOR SRI SAI TIRUMAL ENCLAVE LALITHANAGAR VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | ₹75.4 L | L1 | Admitted-Finance |
| 2 | L2₹76.6 L+₹1.3 L (1.69%)Admitted-Finance 66 6 410 1 MULAGANDA HOUSING COLONY GAJUWAKA DEPOT VISAKHAPATNAM 530026 | VISAKHAPATANAM | ANDHRA PRADESH | 530026 | ₹76.6 L+₹1.3 L (1.69%) | L2 | Admitted-Finance |
| 3 | L3₹77.7 L+₹2.3 L (3.11%)Admitted-Finance D NO 44 38 12 23 4 AVS PARADISE SRINIVASA NAGAR AKKAYYAPALEM POST VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | ₹77.7 L+₹2.3 L (3.11%) | L3 | Admitted-Finance |
| 4 | L4₹78.0 L+₹2.6 L (3.49%)Admitted-Finance MIG 1 12 GULLALAPALEM VUDA COLONY SRIHARIPURAM MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | ₹78.0 L+₹2.6 L (3.49%) | L4 | Admitted-Finance |
| 5 | L5₹85.7 L+₹10.4 L (13.8%)Admitted-Finance D NO 58 22 34 9 PYDIMAMBA NILAYAM BUTCHIRAJUPALEM VISAKHAPATNAM 530 027 | VISAKHAPATANAM | ANDHRA PRADESH | 530027 | ₹85.7 L+₹10.4 L (13.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUPREET CONSTRUCTIONS L7 | CHAITANYA CONSTRUCTIONS L3 | SREE CONSTRUCTIONS L8 | P VENKATA RAO L5 | S.S.TRADERS L6 | G Srinivas Rao L1 | GVR CONSTRUCTIONS L2 | S A R CONSTRUCTIONS L4 | DANDU CONSTRUCTIONS L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Brick / Stone Masonry built in Cement Mortar including all quoins arches pillars etc complete all as specified and as directed. | 265 | Cum | 264 ₹69,960 | 459 ₹1,21,635 | 241 ₹63,865 Lowest | 351 ₹93,015 | 250 ₹66,250 | 360 ₹95,400 | 425 ₹1,12,625 | 450 ₹1,19,250 | 500 ₹1,32,500 |
| 2.00 | M & L for brick work with Fly Ash bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed. | 100 | Cum | 5,140 ₹5,14,000 | 4,500 ₹4,50,000 | 6,000 ₹6,00,000 | 5,454 ₹5,45,400 | 5,250 ₹5,25,000 | 4,500 ₹4,50,000 | 4,350 ₹4,35,000 Lowest | 4,500 ₹4,50,000 | 6,800 ₹6,80,000 |
| 3.00 | All as described in Serial Item No. 2 herein before but except Bricks.
Note: Bricks obtained from demolition shall be re-used under this item | 50 | Cum | 1,650 ₹82,500 | 2,000 ₹1,00,000 | 4,600 ₹2,30,000 | 1,701 ₹85,050 | 2,950 ₹1,47,500 | 1,800 ₹90,000 | 1,750 ₹87,500 | 900 ₹45,000 Lowest | 3,500 ₹1,75,000 |
| 4.00 | M & L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in Cement Mortar 1:6 complete all as specified and directed. | 90 | Cum | 2,800 ₹2,52,000 | 3,200 ₹2,88,000 | 6,000 ₹5,40,000 | 2,322 ₹2,08,980 Lowest | 3,000 ₹2,70,000 | 2,970 ₹2,67,300 | 2,450 ₹2,20,500 | 3,500 ₹3,15,000 | 6,500 ₹5,85,000 |
| 5.00 | All as described in Serial Item No. 4 herein before but except Stones.
Note: Stones obtained from demolition shall be re-used under this item | 25 | Cum | 1,800 ₹45,000 | 2,000 ₹50,000 | 4,200 ₹1,05,000 | 1,521 ₹38,025 | 2,000 ₹50,000 | 1,260 ₹31,500 | 1,250 ₹31,250 | 1,000 ₹25,000 Lowest | 3,000 ₹75,000 |
| 6.00 | M & L for PCC 1:3:6, Type C-1, using 20 mm graded stone aggregate as in Coping, kerbs,hold fast cill,filling in pressed steel door frames and the like including weathering, slightly rounded or chamfered angles and throating including formwork [straight or curved] complete all as specified and directed. | 5 | Cum | 5,500 ₹27,500 | 4,500 ₹22,500 | 4,500 ₹22,500 | 5,400 ₹27,000 | 6,500 ₹32,500 | 4,860 ₹24,300 | 5,100 ₹25,500 | 2,800 ₹14,000 Lowest | 7,500 ₹37,500 |
| 7.00 | S & F in repairs Galvanised, 2 Strand, Steel Barbed Wire 2.24mm dia, Barbed with 2mm dia bars at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc including dismantling of old existing barbed wire fencing of any size complete all as specified and directed.
Note: Each line of wire will be measured for payment. | 63 | 100Rm | 1,600 ₹1,00,800 | 1,600 ₹1,00,800 | 2,000 ₹1,26,000 | 1,845 ₹1,16,235 | 1,550 ₹97,650 | 1,800 ₹1,13,400 | 1,455 ₹91,665 Lowest | 2,000 ₹1,26,000 | 2,000 ₹1,26,000 |
| 8.00 | S & F in repairs Concertina Coil Fencing with Razor punched barb tape Concertina Coil made from High Tensile Spring Steel, High Carbon Wire conforming to IS – 4454 [Part – 1], of Grade –SM duly Hot Dipped Galvanised, 600mm dia, 10 Metre openable length, with Galvanised coating and Punched Tape material as per IS – 513, having 50 Nos Rounds per 6 Metre length [before stretching], having medium barbs [Barb length 24±1mm, Pitch between two barbs 35±1mm], Spring Core Wire [2.5 mm thick] of high tensile strength of 165 Kg / Sq.mm with tape [0.52mm thick] and weight 43.478 Grams / Metre and fixing to “Y” or Trapezoidal shaped angle iron brackets placed at 2.00m to 3.00m apart and with 6/9 horizontal RBT [Reinforced Barbed Tape] Wire, Stud tied with GI Staples and GI Clips to retain horizontal, including necessary bolts and coating with Px2 Compound [Anti Rust] including dismantling of old existing concertina coil complete all as specified and as directed.
Note: Horizontal barbed wire & angle iron supports shall be measured and paid separately under relevant items of Schedule "A". Measurement shall be made for stretched length. | 700 | RM | 375 ₹2,62,500 | 300 ₹2,10,000 | 290 ₹2,03,000 | 252 ₹1,76,400 Lowest | 460 ₹3,22,000 | 360 ₹2,52,000 | 272 ₹1,90,400 | 300 ₹2,10,000 | 600 ₹4,20,000 |
| 9.00 | Dismantling of Mild Steel or Wrought Iron Work of any description not otherwise provided for complete all as specified and as directed. | 73.53 | Qtl | 400 ₹29,412 | 500 ₹36,765 | 100 ₹7,353 Lowest | 270 ₹19,853.1 | 500 ₹36,765 | 126 ₹9,264.78 | 256 ₹18,823.68 | 250 ₹18,382.5 | 800 ₹58,824 |
| 10.00 | S & F in repairs Rolled Mild Steel work confirming to Fe 410-W, Grade-E- 250, Quality-A as in Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc complete, drilled for fixing of steel sheeting or other covering, Doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings [exclusive of steel sheeting or other covering, running rails and guides] and hanging, also fastening and fixing complete all as specified and as directed. | 1,500 | Kg | 140 ₹2,10,000 | 126 ₹1,89,000 | 135 ₹2,02,500 | 135 ₹2,02,500 | 100 ₹1,50,000 Lowest | 130 ₹1,95,000 | 118 ₹1,77,000 | 110 ₹1,65,000 | 150 ₹2,25,000 |
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
25 Jul 2026, 6:00 pmClosed
Col Shinde SS
Commander Works Engineers, Station Road, Visakhapatnam - 530 004
REPAIR TO COMPOUND WALL CHAIN LINK FENCING DRAIN FLOORING PASTING AND ALLIED WORKS AND PATHWAY INCLUDING CERTAIN BR WORKS AT MEGHADRIGEDDA, 104 AREA, NAVAL PARK, DOLPHIN HILL AND ADJACENT AREAS UNDER GE UTILITY II, VISAKHAPATNAM
2026_MES_774774_1
82694/E8
Open Tender
Civil Works
Item Rate
270 days
VISAKHAPATNAM
As per NIT
9 documents required · 9 mandatory
₹1,000
GE Utility-II
₹1.9 L
Yes
12 Aug 2026
25 Jun 2026
27 Jul 2026
25 Jun 2026
25 Jul 2026
18 Jul 2026
25 Jun 2026 - 3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of Brick / Stone Masonry built in Cement Mortar including all quoins arches pillars etc complete all as specified and as directed. | 265 | Cum | - | - |
| 2 | M & L for brick work with Fly Ash bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed. | 100 | Cum | - | - |
| 3 | All as described in Serial Item No. 2 herein before but except Bricks.
Note: Bricks obtained from demolition shall be re-used under this item | 50 | Cum | - | - |
| 4 | M & L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in Cement Mortar 1:6 complete all as specified and directed. | 90 | Cum | - | - |
| 5 | All as described in Serial Item No. 4 herein before but except Stones.
Note: Stones obtained from demolition shall be re-used under this item | 25 | Cum | - | - |
| 6 | M & L for PCC 1:3:6, Type C-1, using 20 mm graded stone aggregate as in Coping, kerbs,hold fast cill,filling in pressed steel door frames and the like including weathering, slightly rounded or chamfered angles and throating including formwork [straight or curved] complete all as specified and directed. | 5 | Cum | - | - |
| 7 | S & F in repairs Galvanised, 2 Strand, Steel Barbed Wire 2.24mm dia, Barbed with 2mm dia bars at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc including dismantling of old existing barbed wire fencing of any size complete all as specified and directed.
Note: Each line of wire will be measured for payment. | 63 | 100Rm | - | - |
| 8 | S & F in repairs Concertina Coil Fencing with Razor punched barb tape Concertina Coil made from High Tensile Spring Steel, High Carbon Wire conforming to IS – 4454 [Part – 1], of Grade –SM duly Hot Dipped Galvanised, 600mm dia, 10 Metre openable length, with Galvanised coating and Punched Tape material as per IS – 513, having 50 Nos Rounds per 6 Metre length [before stretching], having medium barbs [Barb length 24±1mm, Pitch between two barbs 35±1mm], Spring Core Wire [2.5 mm thick] of high tensile strength of 165 Kg / Sq.mm with tape [0.52mm thick] and weight 43.478 Grams / Metre and fixing to “Y” or Trapezoidal shaped angle iron brackets placed at 2.00m to 3.00m apart and with 6/9 horizontal RBT [Reinforced Barbed Tape] Wire, Stud tied with GI Staples and GI Clips to retain horizontal, including necessary bolts and coating with Px2 Compound [Anti Rust] including dismantling of old existing concertina coil complete all as specified and as directed.
Note: Horizontal barbed wire & angle iron supports shall be measured and paid separately under relevant items of Schedule "A". Measurement shall be made for stretched length. | 700 | RM | - | - |
| 9 | Dismantling of Mild Steel or Wrought Iron Work of any description not otherwise provided for complete all as specified and as directed. | 73.53 | Qtl | - | - |
| 10 | S & F in repairs Rolled Mild Steel work confirming to Fe 410-W, Grade-E- 250, Quality-A as in Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc complete, drilled for fixing of steel sheeting or other covering, Doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings [exclusive of steel sheeting or other covering, running rails and guides] and hanging, also fastening and fixing complete all as specified and as directed. | 1,500 | Kg | - | - |
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