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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 LAccepted-Finance SRIKONA POTAPOLA CHHAKA CHANDIPUR ROAD BALASORE ODISHA 756025 | BALASORE | BALESHWAR | ODISHA | 756025 | ₹34.9 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹29.6 L−₹5.2 L (14.9%)Rejected-Finance | ₹29.6 L−₹5.2 L (14.9%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹40.3 L+₹5.5 L (15.7%)Rejected-Finance LEKSHMI NIVAS TELANG ROAD NANDANGADDA KARWAR 581 304 | KARWAR | UTTARA KANNADA | KARNATAKA | 581304 | ₹40.3 L+₹5.5 L (15.7%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹42.7 L+₹7.8 L (22.4%)Rejected-Finance HOUSE NO 105 PANTHEERMA VILLAI NEAR NELLIKKAVILLAI CSI CHURCH VELLAYAMBALAM VENCODE P O KANYAKUMARI DIST TAMIL NADU 629 171 | VENCODE | KANYAKUMARI | TAMIL NADU | 629171 | ₹42.7 L+₹7.8 L (22.4%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹42.8 L+₹7.9 L (22.7%)Rejected-Finance | ₹42.8 L+₹7.9 L (22.7%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | LEKSHMI ENGINEERS L3 | ABDUL RAHIM L5 | DJ GROUP L4 | AARADHYA VENTURES L6 | bholanath bera L1 | BISHU INFRA OPC PRIVATE LIMITED L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil. | 210 | Sqm | 78 ₹16,380 | 50 ₹10,500 | 61 ₹12,810 | 25 ₹5,250 | 26 ₹5,460 | 15 ₹3,150 Lowest |
| 2.00 | Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.50 mtr depth for foundation etc. n.exc 10 Sqm on plan and getting out in hard/dense soil complete all as specified & directed. | 54 | Cum | 415 ₹22,410 | 450 ₹24,300 | 550 ₹29,700 | 600 ₹32,400 | 450 ₹24,300 | 210 ₹11,340 Lowest |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in hard/dense soil complete all as specified and directed | 20 | Cum | 82 ₹1,640 | 60 ₹1,200 Lowest | 250 ₹5,000 | 250 ₹5,000 | 150 ₹3,000 | 185 ₹3,700 |
| 4.00 | Removing excavated material (soil) n.exc 50 m and depositing where directed at a level 1.5 m above starting point all as directed by Engineer-in-Charge | 65.5 | Cum | 128 ₹8,384 Lowest | 200 ₹13,100 | 250 ₹16,375 | 400 ₹26,200 | 350 ₹22,925 | 205 ₹13,427.5 |
| 5.00 | M&L for hard core of gauge n.exc 63 mm deposited, spread and levelled in layers n.exc 25 cm, watered & rammed to true surface with broken stone/boulders complete all as specified | 15 | Cum | 1,950 ₹29,250 Lowest | 2,100 ₹31,500 | 2,100 ₹31,500 | 2,300 ₹34,500 | 3,200 ₹48,000 | 3,550 ₹53,250 |
| 6.00 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundation and mass concrete filling complete all as specified and directed | 25.65 | Cum | 5,200 ₹1,33,380 | 5,000 ₹1,28,250 Lowest | 6,400 ₹1,64,160 | 7,000 ₹1,79,550 | 5,500 ₹1,41,075 | 7,500 ₹1,92,375 |
| 7.00 | M&L for precast cement concrete block 1:3:6 type C1 using 20 mm graded stone aggregate masonry with solid block exc 10 cm width and setting in cement mortar 1:6 complete all as specified | 40 | Cum | 8,750 ₹3,50,000 | 9,500 ₹3,80,000 | 8,100 ₹3,24,000 | 10,000 ₹4,00,000 | 8,990 ₹3,59,600 | 8,000 ₹3,20,000 Lowest |
| 8.00 | M&L for crushed stone sand/river sand cushioning layer below paver tiles, well compacted to true surface complete all as specified and directed. | 7.5 | Cum | 2,100 ₹15,750 | 1,800 ₹13,500 Lowest | 2,100 ₹15,750 | 2,500 ₹18,750 | 2,000 ₹15,000 | 3,050 ₹22,875 |
| 9.00 | M&L for machine pressed precast concrete interlocking paver block, glossy finish with pigment conforming to IS 15658:2006, 60 mm thick, M-35 grade, size and pattern as directed, laid dry using grey cement. | 150 | Sqm | 1,280 ₹1,92,000 | 1,100 ₹1,65,000 | 980 ₹1,47,000 Lowest | 1,500 ₹2,25,000 | 1,100 ₹1,65,000 | 1,150 ₹1,72,500 |
| 10.00 | M&L for plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in coping slightly rounded on edges complete all as specified and directed. | 3 | Cum | 7,950 ₹23,850 | 9,000 ₹27,000 | 6,500 ₹19,500 | 9,000 ₹27,000 | 5,700 ₹17,100 Lowest | 9,150 ₹27,450 |
Tender Value
₹47.2 L
EMD Value
₹94,400
Closing Date
22 Aug 2026, 6:00 pmClosed
GE SEABIRD KARWAR
GARRISON ENGINEER (SEABIRD) KARWAR Naval Base, Sankrubagh (PO) Karwar - 581308
PROVISION OF FOOTPATH FOR PEDESTRIANS IN COMMON FACILITY AREA AT NAD KARWAR AND ADDITION/ ALTERATION AND REPLACEMENT OF ALL GLASS WINDOW WITH UPVC WINDOWS OF MCPO/ CPOS BUILDINGS (P-06 AND P-07) AT KADAMBA VANAM, NAVAL BASE AREA, KARWAR
2026_MES_778792_1
8530/E8
Open Tender
Civil Works
Item Rate
180 days
GE (SB) KARWAR
AS PER NIT
8 documents required · 8 mandatory
₹500
Yes
GE (SB) KARWAR
₹94,400
Yes
7 Sept 2026
25 Jul 2026
24 Aug 2026
25 Jul 2026
22 Aug 2026
8 Aug 2026
25 Jul 2026 - 1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil. | - | Sqm | 1.25 | - |
| 2 | Excavation in trenches n.exc 1.50 mtr wide and n.exc 1.50 mtr depth for foundation etc. n.exc 10 Sqm on plan and getting out in hard/dense soil complete all as specified & directed. | - | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in hard/dense soil complete all as specified and directed | - | Cum | 10 | - |
| 4 | Removing excavated material (soil) n.exc 50 m and depositing where directed at a level 1.5 m above starting point all as directed by Engineer-in-Charge | - | Cum | 11 | - |
| 5 | M&L for hard core of gauge n.exc 63 mm deposited, spread and levelled in layers n.exc 25 cm, watered & rammed to true surface with broken stone/boulders complete all as specified | - | Cum | 10 | - |
| 6 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundation and mass concrete filling complete all as specified and directed | 1 | Cum | 11 | ₹10.99 |
| 7 | M&L for precast cement concrete block 1:3:6 type C1 using 20 mm graded stone aggregate masonry with solid block exc 10 cm width and setting in cement mortar 1:6 complete all as specified | - | Cum | 12 | - |
| 8 | M&L for crushed stone sand/river sand cushioning layer below paver tiles, well compacted to true surface complete all as specified and directed. | - | Cum | 13 | - |
| 9 | M&L for machine pressed precast concrete interlocking paver block, glossy finish with pigment conforming to IS 15658:2006, 60 mm thick, M-35 grade, size and pattern as directed, laid dry using grey cement. | - | Sqm | 14 | - |
| 10 | M&L for plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in coping slightly rounded on edges complete all as specified and directed. | - | Cum | 15 | - |
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