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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAccepted-AOC D NO 39 33 88 2 PLOT NO MIG 208 MADHAVADHARA VUDA COLONY VISAKHAPATNAM 530018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | ₹36.9 L | L1 | Accepted-AOC The lowest bidder |
| 2 | L2₹37.9 LRejected-Finance | ₹37.9 L | L2 | Rejected-Finance Other than the lowest bidder |
| 3 | L3₹39.9 LRejected-Finance | ₹39.9 L | L3 | Rejected-Finance Other than the lowest bidder |
| Sl No | Description | Qty | Unit | P SRINIVASA RAO L3 | srisampathassociates L2 | RAVI VARMA JAMPANA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30 cm deep & avg 15 cm and getting out in hard / dense soil complete all as directed. | 160 | Sqm | 36 ₹5,760 | 70 ₹11,200 | 35 ₹5,600 |
| 2.00 | 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, etc. n exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. | 77.34 | Cum | 279 ₹21,577.86 | 400 ₹30,936 | 305 ₹23,588.7 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5m bot n exc 3.00m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. | 13.5 | Cum | 369 ₹4,981.5 | 450 ₹6,075 | 444 ₹5,994 |
| 4.00 | M & L for plain cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 6 | Cum | 4,599 ₹27,594 | 4,800 ₹28,800 | 4,848 ₹29,088 |
| 5.00 | M&L for hard core of broken stone or boulder, gauge n exc 63mm deposited spread and leveled in layers n exc 15cm thick watered and rammed to a true surfaces complete all as specified and directed. | 17 | Cum | 1,449 ₹24,633 | 1,800 ₹30,600 | 1,844 ₹31,348 |
| 6.00 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in foundation, footing, mass concrete, foundation beam, plinth beam and base for column complete all as specified and directed. | 12 | Cum | 7,299 ₹87,588 | 7,100 ₹85,200 | 7,444 ₹89,328 |
| 7.00 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 14 | Cum | 7,749 ₹1,08,486 | 7,300 ₹1,02,200 | 7,447 ₹1,04,258 |
| 8.00 | S&F TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 3,080 | Kg | 90 ₹2,77,200 | 95 ₹2,92,600 | 104 ₹3,20,320 |
| 9.00 | S&F TMT bars 8mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 799 | Kg | 90 ₹71,910 | 95 ₹75,905 | 101 ₹80,699 |
| 10.00 | M&L for 100 mm thick PCC 1:4:8 type D2 (Using 40 mm graded stone aggregate) as in sub base of floor finished the surface fair and even to receive subsequent layer complete all as specified and directed. | 57 | Sqm | 369 ₹21,033 | 480 ₹27,360 | 400 ₹22,800 |
Tender Value
₹42.0 L
EMD Value
₹84,100
Closing Date
8 Jun 2026, 6:00 pmClosed
GE (I) (CG )Vizag
GE (I) (CG) Vizag Military Engineer Services CGWO Building Co Fleet Mail Office Visakhapatnam 530 014
PROVISION OF COVERED SHELTER OVER MAIN GATE AT ICGS KAKINADA UNDER GE (I) (CG) VIZAG
2026_MES_763620_1
GE(I)CG/VIZ/TOKEN/95 OF 2025-26
Open Tender
Civil Works
180 days
Kakinada
As per NIT
8 documents required · 8 mandatory
₹500
GE (I) (CG) Vizag
₹84,100
Yes
2 Jul 2026
6 May 2026
10 Jun 2026
6 May 2026
8 Jun 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n exc 30 cm deep & avg 15 cm and getting out in hard / dense soil complete all as directed. | 160 | Sqm | - | - |
| 2 | 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, etc. n exc 10 sqm on plan and getting out in hard/dense soil complete all as specified and directed. | 48 | Cum | - | - |
| 3 | M & L for plain cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 12 | Cum | - | - |
| 4 | M&L for hard core of broken stone or boulder, gauge n exc 63mm deposited spread and leveled in layers n exc 15cm thick watered and rammed to a true surfaces complete all as specified and directed. | 16 | Cum | - | - |
| 5 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in foundation, footing, mass concrete, foundation beam, plinth beam and base for column complete all as specified and directed. | 19 | Cum | - | - |
| 6 | M&L for RCC M-30 (Design Mix) (20mm graded aggregates) as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 5 | Cum | - | - |
| 7 | S&F TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 3,469 | Kg | - | - |
| 8 | S&F TMT bars 8mm dia , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. | 799 | Kg | - | - |
| 9 | M&L for 100 mm thick PCC 1:4:8 type D2 (Using 40 mm graded stone aggregate) as in sub base of floor finished the surface fair and even to receive subsequent layer complete all as specified and directed. | 57 | Sqm | - | - |
| 10 | M&L chequered designed cement concrete tiles of size 300mm x 300 mm x 25mm thick, with grey cement and pigment set, jointed and pointed in neat cement slurry in floors over 15mm thick screed bed or bedding layer in cement mortar 1:6 complete all as specified and as directed. | 36 | Sqm | - | - |
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