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NTID 47235265
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Inquiry NowCwe chm-80 2026-27 Constructio in chandimandir - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Cwe chm-80 2026-27 Constructio" in chandimandir, India.
Military Engineer Services
chandimandir, Haryana, India
NTID 47235265
- Opening Date : Thu 26th November, 2026
- Closing Date : Tue 24th November, 2026
- ₹ 5850000.00
- NTID 47235265
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
112750.00 -
Document Cost
1000.00 -
Estimated Cost
5850000.00
BOQ Items Total Items : 36 | Total Qty : 14757.7
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Notes for all Items: 1. The site for retaining wall lies near nalah at approx. 9 metre below normal ground level. 2. Work is to be carried out in highly sensitive/ VVIP area. Due to VVIP movement, work may be held up/ stopped for number of times without prior intimation. 3. Temprarory barricading with PGI/ CGI sheets fixed on angle iron frame shall be provided at upper level of Officer's Mess Complex before commencement till completion of work. 4. During execution of work, proper safety/ security arrangement for labour, material & T&P will be made and protected by the contractor from flood/ rain/ any natural calamity. 5. Contractor's quoted rates shall be deemed to include the above aspects and Nothing extra shall be paid on this account. The contractors are advised to visit the site in consultation with concerned Engineer-in-Charge for ascertaining the actual site conditions before quoting their tender. The Contractors shall be deemed to have visited the site whether he actually visits the site or not. No claim whatsoever shall be entertained on this account. | ||
| 2 | Forming embankments from soil including raising (or lowering) earth, spreading in layers not exceeding 25 cm thick; watering, ramming/ rolling, compaction of earth filling and finishing to required size, shape etc., not exceeding 1.5 metre high from base complete all as specified and as directed by Engineer-in-Charge. | 2600 | Cubic Metre |
| 3 | M&L for excavation and transportation of good soil (approved by GE) at site from out side of Defence land for filling at back side of retaining wall complete all as specified and as directed by Engineer-in-Charge. Note: The quoted rate includes for all charges such as any type of royalty/ payment to civil deptt. etc., selection of land, excavation of borrow pit by any means, loading/ inloading in truck, extra payment if any, required/ paid for digging of earth to civil authority/ carrying of earth as per Govt. rules shall be borne by the contractor and nothing shall be paid extra on account of this. | 2600 | Cubic Metre |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) in all kind of soils over areas (exceeding 30 cm in depth, 1.5 metre in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 metre and lift upto 1.5 metre complete all as specified and as directed by Engineer-in-charge. | 188 | Cubic Metre |
| 5 | Excavating in trenches in soft/ loose soil, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth, for foundation, or for shafts, wells, cess pits, manholes,poles, pier holes, laying of pipe/ cable etc., not exceeding 10 sqm on plan and getting out complete all as specified and as directed by Engineer-in-Charge. | 30 | Cubic Metre |
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