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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.9 LAdmitted-Finance DOOR NO 3 79 CHENNNADGRAMAPANCHAYAT PERUMBALA KASARAGOD 681317 | PERUMBALA | KASARAGOD | KERALA | 681317 | ₹47.9 L | L1 | Admitted-Finance |
| 2 | L2₹48.0 L+₹11,607.90 (0.24%)Admitted-Finance | ₹48.0 L+₹11,607.90 (0.24%) | L2 | Admitted-Finance |
| 3 | L3₹48.1 L+₹20,869.50 (0.44%)Admitted-Finance NO 30 1 2ND CROSS C BLOCK 1ST FLOOR THIRUMALA NAGAR VR PURA YELAHANKA BANGALORE 560 064 | BENGALURU URBAN | KARNATAKA | 560064 | ₹48.1 L+₹20,869.50 (0.44%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KDR CONSTRUCTION L1 | C-Will Engineers & Architects L2 | shri veerabadreshwara enterprises L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed. | 240 | Sqm | 80 ₹19,200 Lowest | 150 ₹36,000 | 90 ₹21,600 |
| 2.00 | Excavation in trenches not exc 1.5mtr deep and not exc 1.5mtr wide for foundation etc or for shafts, wells, cesspits, manholes, pier holes, laying cable, erection of poles, stay assembly etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed. | 347.66 | Cum | 375 ₹1,30,372.5 | 450 ₹1,56,447 | 260 ₹90,391.6 Lowest |
| 3.00 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 14 | Cum | 6,666 ₹93,324 | 6,000 ₹84,000 | 5,300 ₹74,200 Lowest |
| 4.00 | Earth filling under floor spreading and levelling in layers n.exc 25 cm thick incl well ramming and watering as required complete all as specified and directed.
Note 1. Earth filling will be done from excavated mtrl obtained from Ser Item No. 2 above.
2. Compacted thickness will be measured and paid. | 20 | Cum | 400 ₹8,000 | 200 ₹4,000 Lowest | 1,800 ₹36,000 |
| 5.00 | Returning, filling in including ramming, consolidating etc of each layer n.exc 25cm thick in hard/dense soil complete all as specified and directed. | 222.75 | Cum | 120 ₹26,730 | 150 ₹33,412.5 | 100 ₹22,275 Lowest |
| 6.00 | Removing excavated meterial to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. | 104.91 | Cum | 210 ₹22,031.1 | 150 ₹15,736.5 | 100 ₹10,491 Lowest |
| 7.00 | M & L for damp proof course to horizontal or vertical surface including necessary form work in PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) using water proofing compound if required, 40 mm thick complete all as specified and directed.
Note : Water proofing will be measured and paid separately. | 33 | Sqm | 400 ₹13,200 | 380 ₹12,540 | 300 ₹9,900 Lowest |
| 8.00 | Supply only water profing compound complete all as diected. | 90 | Kg | 150 ₹13,500 Lowest | 180 ₹16,200 | 150 ₹13,500 Lowest |
| 9.00 | M&L for Hardcore of broken stone or boulders of gauge n. exc. 63 mm deposited, spread and levelled in layers N. exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed. | 30 | Cum | 1,700 ₹51,000 Lowest | 2,200 ₹66,000 | 2,500 ₹75,000 |
| 10.00 | M&L for 75 mm thick plain cement concrete, (1:4:8), type D-2 (using 40 mm graded stone aggregate), as in sub base of floors complete all as specified and directed. | 126 | Sqm | 370 ₹46,620 | 350 ₹44,100 Lowest | 450 ₹56,700 |
Tender Value
₹43.9 L
EMD Value
₹88,000
Closing Date
21 Aug 2026, 6:55 pmClosed
GE (Central) Bangalore
GE (CENTRAL) BANGALORE AGRAM POST BANGALORE KARNATAKA-560007
PROVN OF TOILET BLOCKS FOR AGNIVEERS AT STC GROUND, CTA GROUND AND IBLUR FIRING RANGE OF ASC CENTRE (NORTH) UNDER GE (CENTRAL) BANGALORE
2026_MES_765845_3
8579E
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
₹88,000
Yes
9 Sept 2026
30 Jul 2026
24 Aug 2026
30 Jul 2026
21 Aug 2026
8 Aug 2026
31 Jul 2026 - 8 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 soft / loose soil complete all as specified and directed. | 240 | Sqm | - | - |
| 2 | Excavation in trenches not exc 1.5mtr deep and not exc 1.5mtr wide for foundation etc or for shafts, wells, cesspits, manholes, pier holes, laying cable, erection of poles, stay assembly etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in hard/dense soil complete all as specified and directed. | 347.66 | Cum | - | - |
| 3 | M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 14 | Cum | - | - |
| 4 | Earth filling under floor spreading and levelling in layers n.exc 25 cm thick incl well ramming and watering as required complete all as specified and directed.
Note 1. Earth filling will be done from excavated mtrl obtained from Ser Item No. 2 above.
2. Compacted thickness will be measured and paid. | 20 | Cum | - | - |
| 5 | Returning, filling in including ramming, consolidating etc of each layer n.exc 25cm thick in hard/dense soil complete all as specified and directed. | 222.75 | Cum | - | - |
| 6 | Removing excavated meterial to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified and directed. | 104.91 | Cum | - | - |
| 7 | M & L for damp proof course to horizontal or vertical surface including necessary form work in PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) using water proofing compound if required, 40 mm thick complete all as specified and directed.
Note : Water proofing will be measured and paid separately. | 33 | Sqm | - | - |
| 8 | Supply only water profing compound complete all as diected. | 90 | Kg | - | - |
| 9 | M&L for Hardcore of broken stone or boulders of gauge n. exc. 63 mm deposited, spread and levelled in layers N. exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed. | 30 | Cum | - | - |
| 10 | M&L for 75 mm thick plain cement concrete, (1:4:8), type D-2 (using 40 mm graded stone aggregate), as in sub base of floors complete all as specified and directed. | 126 | Sqm | - | - |
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