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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹10.2 L+₹63,380 (6.61%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S RAKESH TRADERS L1 | M/s VIKAS TRADERS L2 |
|---|---|---|---|---|---|
| 1.00 | Dismantling Stone Slabs, Tiles/ Paver Block of any thickness and dimension of any description or thickness in floors or aprons laid dry or laid bedded in any Mortar complete all as specified and as directed by Engineer-in-Charge | 30 | 10 Sqm | 250 ₹7,500 Lowest | 1,000 ₹30,000 |
| 2.00 | Material and Labour for Cement concrete type C- 2, 1:3:6 (40mm graded aggregate), 100 mm Concrete as in Sub Base Finished even and Rough complete all as specified and as directed By Engineer-in-Charge | 300 | Sqm | 350 ₹1,05,000 Lowest | 500 ₹1,50,000 |
| 3.00 | Material and Labour for Full Body Vitrified Parking Tiles of Area equal to Exceeding 0.36 Sqm and Thickness of Tiles 16 mm including 20 mm screed bed in CM 1:3 complete all as specified and as directed. (Parking Tiles will be selected from the Parking Tiles Catalogue of the approved Brand for Parking Tiles.) | 300 | Sqm | 1,800 ₹5,40,000 | 1,500 ₹4,50,000 Lowest |
| 4.00 | Material and Labor for Removing any kind of cladding, Panelling of any Material, removal of any other fixtures or ornamentals items Etc and cleaning the surface by Wire Brushes and Supply and Fix 16 to 18 mm thick, Dholpur stone cladding gang saw cut with machine cut edges, uniform colour of each stone size equal to or exceeding 0.25 Sqm but not exceeding 0.5 sqm area fixed with and including one number SS clamps (grade 202) of flat-30mm X 2mm, 150mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment complete all as specified and as directed by Engineer-in-Charge | 75 | Sqm | 2,000 ₹1,50,000 Lowest | 2,000 ₹1,50,000 Lowest |
| 5.00 | M&L 15 mm (5mm in CM 1:4 with WPC +10mm in CM 1:6 ) thick in two layers rendering in cm 1:4 on fair aces of bricks walls surface finished even and smooth without using extra cement including water proofing compound all as specified and directed. (Water proofing compound measured and paid seperately) | 75 | Sqm | 350 ₹26,250 | 300 ₹22,500 Lowest |
| 6.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft Disintegrated Rocks complete all as specified and as direcetd by Engineer-in-Charge | 150 | Sqm | 35 ₹5,250 Lowest | 50 ₹7,500 |
| 7.00 | Fixing only Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness or any other thickness, M-35 Grade or those available from the dismantling, Including transportation of the dismantled paver block from one location to the desired location as directed by Engineer-in Charge, complete all as specified and as directed by Engineer-in Charge | 150 | Sqm | 200 ₹30,000 Lowest | 850 ₹1,27,500 |
| 8.00 | Material and labour for sand filling under floor or in foundation including watering and consolidation completed all as specified (Note:- Sand cushion layer consolidated thickness is 20 mm below precast interlocking paver block complete all as specified and directed. | 7.5 | Cum | 2,000 ₹15,000 Lowest | 2,000 ₹15,000 Lowest |
| 9.00 | M&L Providing, cement concrete 1:2:4 type B1 in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including neccessary formwork. complete all as specified and as directed by Engineer-in-Charge | 0.8 | Cum | 6,000 ₹4,800 Lowest | 6,000 ₹4,800 Lowest |
| 10.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m complete all as directed above the starting point . | 22.5 | Cum | 100 ₹2,250 Lowest | 100 ₹2,250 Lowest |
Tender Value
₹9.0 L
EMD Value
₹18,000
Closing Date
20 Jul 2026, 6:00 pmClosed
Shri Ankit Goyal, IDSE
GE Dronachal, Dronachal Top, Neori Hills, Bhopal 462038
ADDN ALTN TO KULKARNI POINT NEAR BLDG NO P - 287 (SCOM) UNDER GE DRONACHAL
2026_MES_772379_1
8123/e8
Open Tender
Civil Works
Item Rate
120 days
BHOPAL
Class-E, Category a (i) and as per NIT documents
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER DRONACHAL
₹18,000
Yes
24 Jul 2026
16 Jun 2026
22 Jul 2026
16 Jun 2026
20 Jul 2026
30 Jun 2026
16 Jun 2026 - 23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling Stone Slabs, Tiles/ Paver Block of any thickness and dimension of any description or thickness in floors or aprons laid dry or laid bedded in any Mortar complete all as specified and as directed by Engineer-in-Charge | 30 | 10 Sqm | - | - |
| 2 | Material and Labour for Cement concrete type C- 2, 1:3:6 (40mm graded aggregate), 100 mm Concrete as in Sub Base Finished even and Rough complete all as specified and as directed By Engineer-in-Charge | 300 | Sqm | - | - |
| 3 | Material and Labour for Full Body Vitrified Parking Tiles of Area equal to Exceeding 0.36 Sqm and Thickness of Tiles 16 mm including 20 mm screed bed in CM 1:3 complete all as specified and as directed. (Parking Tiles will be selected from the Parking Tiles Catalogue of the approved Brand for Parking Tiles.) | 300 | Sqm | - | - |
| 4 | Material and Labor for Removing any kind of cladding, Panelling of any Material, removal of any other fixtures or ornamentals items Etc and cleaning the surface by Wire Brushes and Supply and Fix 16 to 18 mm thick, Dholpur stone cladding gang saw cut with machine cut edges, uniform colour of each stone size equal to or exceeding 0.25 Sqm but not exceeding 0.5 sqm area fixed with and including one number SS clamps (grade 202) of flat-30mm X 2mm, 150mm long made to shape in each slab, making V groove at top and bottom of stone and drilling hole for hold fastener, polishing, rubbing & including silicon treatment complete all as specified and as directed by Engineer-in-Charge | 75 | Sqm | - | - |
| 5 | M&L 15 mm (5mm in CM 1:4 with WPC +10mm in CM 1:6 ) thick in two layers rendering in cm 1:4 on fair aces of bricks walls surface finished even and smooth without using extra cement including water proofing compound all as specified and directed. (Water proofing compound measured and paid seperately) | 75 | Sqm | - | - |
| 6 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft Disintegrated Rocks complete all as specified and as direcetd by Engineer-in-Charge | 150 | Sqm | - | - |
| 7 | Fixing only Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness or any other thickness, M-35 Grade or those available from the dismantling, Including transportation of the dismantled paver block from one location to the desired location as directed by Engineer-in Charge, complete all as specified and as directed by Engineer-in Charge | 150 | Sqm | - | - |
| 8 | Material and labour for sand filling under floor or in foundation including watering and consolidation completed all as specified (Note:- Sand cushion layer consolidated thickness is 20 mm below precast interlocking paver block complete all as specified and directed. | 7.5 | Cum | - | - |
| 9 | M&L Providing, cement concrete 1:2:4 type B1 in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed including neccessary formwork. complete all as specified and as directed by Engineer-in-Charge | 0.8 | Cum | - | - |
| 10 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m complete all as directed above the starting point . | 22.5 | Cum | - | - |
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