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Tender Value
₹83.4 L
EMD Value
₹50,000
Closing Date
10 Jun 2026, 4:00 pm4d left
EXECUTIVE ENGINEER
Executive Engineer Buildings Division Pathanamthitta
DEPOSIT Deposit ID Plot Kunnamthanam District Industries Centre PathanamthittaByroad Watchman cabin drain and compound wall work General work General Civil Work
2026_PWD_854064_1
PWD/BLDG/TR/1950/2026_5_1_1/1
Open Tender
Civil Works - Buildings
365 days
PATHANAMTHITTA
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
3 Jun 2026
3 Jun 2026
12 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1INTERNAL ROAD | ||||||
| 1.001 | OD293064/2025-2026:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness
In area of light jungle - By Mechanical Means. Specification code: 2.3.2.A | - | Hectare | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD293065/2025-2026:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means. Specification code: 3.15 | - | sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD293070/2025-2026:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Specification code: 3.16 | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD293069/2025-2026:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method. Specification code: 4.1.B.1 | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD293066/2025-2026:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Specification code: 4.12 | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD293068/2025-2026:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. Specification code : 5.1.a | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD293067/2025-2026:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Specification code : 5.2.a | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD293072/2025-2026:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size). Specification code: 5.3.2.a | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD293071/2025-2026:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) Specification code : 5.6.2.a | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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