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Tender Value
₹54 L
EMD Value
₹1.1 L
Closing Date
17 Oct 2026, 6:55 pm
CHIEF ENGINEER RND SECUNDERABAD
CHIEF ENGINEER RND SECUNDERABAD OPP JUBILEE BUS STATION PICKET SECUNDERABAD 500003
DEMOLITION OF RCC OVERHEAD WATER TANK OF 68000 LTRS CAPACITY NEAR GTX PUMP HOUSE AND CONSTRUCTION OF RCC OVERHEAD TANK OF 68000 LITRE CAPACITY AND SPECIAL REPAIRS TO EXISTING SERVICE TANKS AT GTRE, BANGALORE
2026_MES_788968_1
82676
Open Tender
Civil Works
Lump-sum
270 days
BANGALORE
Class C category a(i)
7 documents required · 7 mandatory
₹1,000
GARRISON ENGINEER I RND EAST BANGALORE
₹1.1 L
Yes
11 Sept 2026
11 Sept 2026
19 Oct 2026
11 Sept 2026
17 Oct 2026
9 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule 'A' Part - I DEMOLITION AND CONSTRUCTION Lump sum price worked out by the contractor for DEMOLITION AND CONSTRUCTION as listed in Schedule A PART-1. NOTE: This schedule is not pre-priced by MES and the rate indicated as ₹0.00 under column 5 signifies this fact only. The tenderer is required to quote the rate under column 6 against item of works catered under the schedule. | |||||
| 1.01 | Demolition & disposal of damaged overhead tank of 68000 litres capacity having 20 mtr staging with tank and Dome carefully with complete safety devices tools and mechanical machineries complete without disturbing the surrounding buildings including disposal of complete debris outside MD land
Note: Quoted rate includes necessary scaffolding, tools and machinery, Covering the surroundings of the structure with Green cloth to a height of 6M to minimize the dust while demolishing the structure and disposal of debris outside MD land and deposited at destination where State government has marked. | 1 | EACH JOB | - | - |
| 1.02 | Construction of RCC OVER HEAD TANK with RCC M-30 design mix for 68,000 litres capacity on 20 m high staging above GL including fittings and fixtures complete all as shown on drawings and as per specifications. | 1 | EACH | - | - |
| - | Lump sum price worked out by the Contractor for “SPECIAL REPAIRS TO EXISTING SERVICE TANKS " as listed in Schedule ‘A’ Part - II representing __________ % ________________ percent Above / Below the lump sum price of `3,21,409.02 inserted by the MES in Schedule ‘A’ Part - II | 1 | JOB | 3,21,409.02 | ₹3,21,409.02 |
| 3 | Lump sum price worked out by the Contractor for “EXTERNAL WATER SUPPLY” as listed in Schedule ‘A’ Part - III representing ________ % ____________ percent Above / Below the lump sum price of ₹4,29,429.16 inserted by the MES in Schedule ‘A’ Part - III | 1 | JOB | 4,29,429.16 | ₹4,29,429.16 |
| 4 | Lump sum price worked out by the Contractor for “LIGHTINING PROTECTION” as listed in Schedule ‘A’ Part - V representing ________ % ____________ percent Above / Below the lump sum price of ₹19,868.00 inserted by the MES in Schedule ‘A’ Part - IV | 1 | JOB | 19,868 | ₹19,868 |
| 5Schedule 'A' Part-V This Schedule is not prepriced by MES and the prepriced rate indicated in Col - 5 as ₹0.00 indicates this fact only. The tenderer is required to quote their rates in Column 6. This Schedule constitutes Sl. Item Nos. 6.00 to 24.00. | |||||
| 6 | SPECIAL REPAIRS
Providing and erecting external construction safety Net or opening 75mmx75mm in addition vertical fisher net arrester on the first floor or vertically throughout to prevent debries failling while execution of work to hold / absorb the debries stone impact and during the entire period of work. The work should be carried out with all the safety measures like helmet, safety belt and adequate labour insurance under the supervision of qualified supervisior and removing after completion after complete work etc complete all as specified and directed. | 550 | SQUARE METRE | - | - |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of unserviceable material within premises at a suitable stacking location at ground level including all lead & lifts without disturbing the other structural elements complete all as specified and directed. | 1 | CUBIC METRE | - | - |
| 8 | Anticorrosive treatment to Reinforcement ; Applying of Nitozinc primer epoxy-based zinc rich anti corrosive over reinforcement bars. The zinc rich primer shall be applied at 80 microns dry film thickness in two coats at a coverage of 4 -5 sqm/litres and shall have salt spray resistance of <5 mg for 96 hours as per ASTM B-117 and adhesive bond strength > 1.5 MPa as per ASTM D4541, etc complete all as specified and directed. | 12 | LITRES | - | - |
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82676Tender.pdf
Tender Documents • 1.21 MB
BOQ_884378.xls
BOQ • 0.61 MB
Pre_Priced_ScheduleS_82676.pdf
Additional Documents • 0.24 MB
Drawings_WD_BAN_STR_534R_2026 Sht No 01 OF 04.pdf
Additional Documents • 0.26 MB
Drawings_WD_BAN_STR_534R_2026 Sht No 02 OF 04.pdf
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Drawings_WD_BAN_STR_534R_2026 Sht No 03 OF 04.pdf
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Drawings_WD_BAN_STR_534R_2026 Sht No 04 OF 04.pdf
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