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Tender Value
₹76.5 L
EMD Value
₹1.5 L
Closing Date
24 Jun 2026, 3:00 pm
Chief Engineer, CEG, GSO
GSO Annex building, Kalpakkam - 603102
External repairs and painting works at North PDPM area in KTS year 2026-2027.
2026_GSO_911096_1
GSO/CTC/CEG/334/2026
Open Tender
Construction Works
365 days
Kalpakkam
As stipulated in NIT/tender
8 documents required · 8 mandatory
₹0
₹1.5 L
5 Jun 2026
5 Jun 2026
25 Jun 2026
5 Jun 2026
24 Jun 2026
19 Jun 2026
6 Jun 2026 - 17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in open / Surface Excavation not exceeding 300mm in depth but exceeding 1.5m in width as well as 10 sq.m on plan in all types of soil, mixture of gravel and disintegrated rock, hard stiff clay including grading and levelling neatly by breaking clods, disposal of excavated earth upto 50m lead & lift upto 1.5m, (Disposed soil to be levelled by breaking clods, if any and neatly dressed) etc., all complete as per specifications. | 500 | Sq.m. | 1 | ₹500 |
| 2 | Clearing light jungle including uprooting of rank vegetation, grass, brush wood, removal of rubbish upto a distance of 100m outside the periphery of the area cleared, etc., all complete as per specification and as directed by Engineer-In-Charge. | 5,000 | Sq.m. | 1 | ₹5,000 |
| 3 | Providing and fixing double scaffolding system (cup lock type) on the exterior side at all height made using 40mm diameter M.S. tube spaced @ 1.5m center to center at both horizontal and vertical joining with cup and lock system with M.S.tube, M.S.tube challies, M.S clamps and M.S staircase system in the scaffolding for working platform etc., including maintaining it in a serviceable condition for the required duration as approved, removing after completion of repair works, the scaffolding system shall be stiffened with bracings, runners connection with the building, etc., wherever required for essential safety features for the workmen, etc., all complete as directed by Engineer-in-charge.
Note:
1) The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding.
2) The buildings are of Ground+ 2 storeyed structure and the contractor has to observe all safety procedure while working on heights as per I.S. 3696 (Part-I) - 1987. (Safety Code for scaffolds).
3) All working platform must be of minimum 600 mm wide, made of M.S pipe and must have guard rails as per specification.
4) Screen of suitable material shall be provided to the full height of scaffolding and securely tied to protect falling objects coming out during the repair work is in progress.
5) To protect workers on lower platform against falling objects from higher level over head protection should be provided on the scaffolds.
6) Necessary aluminium/ M.S. ladder shall be provided at the cost of the contractor, to the full height of scaffolding at required location around the building to enable Departmental Supervisor/Engineer climb up and closely watch the repair work of the building. | 7,000 | Sq.m. | 1 | ₹7,000 |
| 4Earthwork excavation by manual means for foundations, trenches, etc., not exceeding 1.5m in width or 10 sqm on plan in hard gravelly soil and other types of soil including shoring, strutting, bailing of water, if necessary, dressing of sides, levelling and ramming the bottom of trenches, refilling the sides of foundation as required with selected excavated earth and depositing / disposing the surplus earth (Disposed soil to be levelled by breaking clods, if any and neatly dressed) stacking the excavated material away from edge of trenches within a lead of 200 metres, etc., all complete as per specifications and as directed by the Engineer-in-charge. (Note: Only plan dimension of the foundation concrete shall be measured for payment except for under ground water proofing.) | |||||
| 4.1 | All kinds of soil upto 1.50mtr depth | 15 | Cu.m | 1 | ₹15 |
| 5Providing and laying in position of plain cement concrete using hard granite broken stone for all insitu levelling courses in foundations, floor, roof screeding, encasing pipes, etc., including mechanical mixing, ramming, compaction, levelling, curing, dewatering, if any including the cost of formwork and dismantling the existing concrete, disposing the dismantled debris within 2Kms lead, etc all complete as per specifications and as directed by Engineer-in-charge. | |||||
| 5.1 | 1 : 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) | 25 | Cu.m | 1 | ₹25 |
| 5.2 | 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) | 20 | Cu.m | 1 | ₹20 |
| 6Propping and supporting the structural members and its adjoining areas with steel props (adjustable or as required), bracings, steel/timber runners etc to relieve the structural member of the required load coming over it as per the pattern given by the contractor & approved by Engineer-in-charge complete. | |||||
| 6.1 | Steel Prop of up to 5 MT Capacity and up to 3.40 m height | 50 | Nos. | 1 | ₹50 |
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