Loading
Loading…
Loading…
Tender ID
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Executive Engineer
O/o EE (UD), Deptt. of Urban Affairs, Palin Division, Palin
Construction of Material Recovery Facility (MRF) 2 MT capacity at Palin, Kra Daadi
2026_APUDH_3222_1
EE/UDH/PLN/MRF-97-VOL-II/19-20
Open Tender
Civil Works
Item Rate
730 days
Palin
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
EE (UD) Palin
₹2.0 L
19 Mar 2026
19 Mar 2026
26 Mar 2026
19 Mar 2026
26 Mar 2026
19 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1(SH:- Site Development / Earth cutting ) | |||||
| 2Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with alllifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) (i) Girth from 300 mm to 600 mm | |||||
| 3(ii) Girth from 600 mm to 900 mm | |||||
| 4Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | |||||
| 5Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) | |||||
| 6(SH:- CC pavement ) | |||||
| 7Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of bankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.) | |||||
| 8Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) | |||||
| 9Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade | |||||
| 10PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | |||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.59 MB
BOQ_3420.xls
BOQ • 0.45 MB
NIT_MRF_PLN.pdf
Tender Documents • 4.84 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .