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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.5 LAccepted-AOC SR NO 281 3 7 ANAND NAGAR NEAR DHANORI JAKAT NAKA LOHEGAON PUNE 411047 | PUNE | PUNE | MAHARASHTRA | 411047 | ₹47.5 L | L1 | Accepted-AOC Being Lowest (L1) Bidder |
| 2 | L2₹48.3 L+₹80,667.20 (1.70%)Rejected-Finance NO 237 7TH MAIN 3 D STAGE PILLANA GARDEN BANGALORE 560045 | BENGALURU URBAN | KARNATAKA | 560045 | ₹48.3 L+₹80,667.20 (1.70%) | L2 | Rejected-Finance Not Being Lowest (L1) Bidder |
| 3 | L3₹49.8 L+₹2.3 L (4.86%)Rejected-Finance NO 6 A ANNASANDRAPALYA NEAR BIG MASJID BUILDING HAL VIMANAPURA POST BANGALORE 560017 | BENGALURU URBAN | KARNATAKA | 560017 | ₹49.8 L+₹2.3 L (4.86%) | L3 | Rejected-Finance Not Being Lowest (L1) Bidder |
| 4 | L4₹51.0 L+₹3.5 L (7.35%)Rejected-Finance | ₹51.0 L+₹3.5 L (7.35%) | L4 | Rejected-Finance Not Being Lowest (L1) Bidder |
| Sl No | Description | Qty | Unit | B AND H CONSTRUCTIONS L4 | RK Builders L2 | ShaikPyarejanandsons L3 | VP DEVELOPERS AND CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for trial bore of 50 mm dia upto 60 mtr depth below the ground level in any type of soil strata including electric logging, MS Cap, MS flat iron clamps, reducing socket etc complete all as specfified and directed. | 120 | RM | 1,450 ₹1,74,000 | 1,400 ₹1,68,000 | 2,500 ₹3,00,000 | 250 ₹30,000 Lowest |
| 2.00 | M&L for reaming of bore hole upto 525mm from depth exceeding 60 mtr to 200 mtr and including provision of casing MS pipe of 150 mm dia with a wall thickness of 6mm, followed by pea gravel ( 3mm to 6mm size) packing as filter media in the annular space between the casing and the reamed wall complete all as specified and directed | 280 | RM | 2,700 ₹7,56,000 | 2,500 ₹7,00,000 | 3,500 ₹9,80,000 | 800 ₹2,24,000 Lowest |
| 3.00 | Excavation over areas n.exc. 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc., and and getting out in hard /dense soil complete all as specified and directed | 305.32 | Cum | 550 ₹1,67,926 | 500 ₹1,52,660 | 500 ₹1,52,660 | 450 ₹1,37,394 Lowest |
| 4.00 | Excavation over areas exc. 1.5 mtr but n.exc. 3.00 mtr in in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc., and getting out in hard/ dense soil complete all as specified and directed | 131.9 | Cum | 630 ₹83,097 | 600 ₹79,140 | 550 ₹72,545 | 460 ₹60,674 Lowest |
| 5.00 | M&L for walling of random rubble, uncoursed, well bonded laid dry in retaing wall, abutments and similar work complete all as specfied and directed. | 54.7 | Cum | 6,666 ₹3,64,630.2 | 6,600 ₹3,61,020 Lowest | 7,000 ₹3,82,900 | 7,000 ₹3,82,900 |
| 6.00 | S&F for precast RCC Collar rings NP-3, 1.5m dia, 50mm thick, each ring of height 0.45m having weep holes from the side of the ring laying in excavated tranches for soak pit or rain water harvesting percolation pit of any depth complete all as specified and directed
Note: Excavation and filling will be measured and paid sepratly | 16 | Each | 3,006 ₹48,096 | 3,000 ₹48,000 | 3,500 ₹56,000 | 2,300 ₹36,800 Lowest |
| 7.00 | M&L for loose filling with broken stone or boulder aggregates of gauge 80 to 150mm size in bore well recharge well complete all as specified and directed | 6.36 | Cum | 1,818 ₹11,562.48 | 1,800 ₹11,448 Lowest | 1,850 ₹11,766 | 3,000 ₹19,080 |
| 8.00 | M&L for loose filling with broken stone or boulder aggregates of gauge 40 to 80mm size in bore well recharge well complete all as specified and directed | 59.04 | Cum | 2,007 ₹1,18,493.28 | 1,900 ₹1,12,176 | 1,600 ₹94,464 Lowest | 3,000 ₹1,77,120 |
| 9.00 | M&L for precast RCC 1:2:4 type B1 using 20mm graded crushed stone aggregate as in landings, cover slabs (for man holes, drains etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including placing in position and set in CM (1:4) including 10mm TMT bar at 15cm centre to centre both ways complete all as specified & as directed.
Note :- Quoted rate is inclusive of reinforcement as required. | 0.8 | Cum | 8,001 ₹6,400.8 | 8,000 ₹6,400 | 10,000 ₹8,000 | 7,500 ₹6,000 Lowest |
| 10.00 | S&F PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches to connect the pond and recharge well, the mouth PVC pipe at the side of pnd has to be covered with HDPE woven fabric/textile for filtration all as specified and directed by engr-in-charge.
Note : HDPE woven fabric/textile for filtration shall be measured and paid as supplied only item separately. | 30 | RM | 540 ₹16,200 | 500 ₹15,000 Lowest | 700 ₹21,000 | 750 ₹22,500 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
19 Jun 2026, 6:00 pmClosed
GE (Central) Bangalore
GE (CENTRAL) BANGALORE AGRAM POST BANGALORE KARNATAKA-560007
PROVN OF ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING NEAR BLDG NO P-22 BLOCK AND 531 OR PROVN OF HARDSTANDING AND INTERLOCKING PATH ADDN ALTN TO ENTRANCE PORCH OF DRONACHARYA OFFR MESS AT ASC CENTRE AND COLLEGE UNDER GE (C) BANGALORE
2026_MES_768666_1
8614E
Open Tender
Civil Works - Others
Item Rate
180 days
ASC CENTRE AND COLLEGE BANGALORE
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE CENTRAL BANGALORE
₹96,000
Yes
29 Aug 2026
29 May 2026
22 Jun 2026
29 May 2026
19 Jun 2026
13 Jun 2026
1 Jun 2026 - 12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for trial bore of 50 mm dia upto 60 mtr depth below the ground level in any type of soil strata including electric logging, MS Cap, MS flat iron clamps, reducing socket etc complete all as specfified and directed. | 120 | RM | - | - |
| 2 | M&L for reaming of bore hole upto 525mm from depth exceeding 60 mtr to 200 mtr and including provision of casing MS pipe of 150 mm dia with a wall thickness of 6mm, followed by pea gravel ( 3mm to 6mm size) packing as filter media in the annular space between the casing and the reamed wall complete all as specified and directed | 280 | RM | - | - |
| 3 | Excavation over areas n.exc. 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc., and and getting out in hard /dense soil complete all as specified and directed | 305.32 | Cum | - | - |
| 4 | Excavation over areas exc. 1.5 mtr but n.exc. 3.00 mtr in in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc., and getting out in hard/ dense soil complete all as specified and directed | 131.9 | Cum | - | - |
| 5 | M&L for walling of random rubble, uncoursed, well bonded laid dry in retaing wall, abutments and similar work complete all as specfied and directed. | 54.7 | Cum | - | - |
| 6 | S&F for precast RCC Collar rings NP-3, 1.5m dia, 50mm thick, each ring of height 0.45m having weep holes from the side of the ring laying in excavated tranches for soak pit or rain water harvesting percolation pit of any depth complete all as specified and directed
Note: Excavation and filling will be measured and paid sepratly | 16 | Each | - | - |
| 7 | M&L for loose filling with broken stone or boulder aggregates of gauge 80 to 150mm size in bore well recharge well complete all as specified and directed | 6.36 | Cum | - | - |
| 8 | M&L for loose filling with broken stone or boulder aggregates of gauge 40 to 80mm size in bore well recharge well complete all as specified and directed | 59.04 | Cum | - | - |
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