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Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
5 Sept 2026, 6:55 pm
ASSISTANT ENGINEER
MALAPPURAM MUNICIPALITY
Annual Plan-2025-26-Project No 745/26 Footpath Construction works to Noorengal Anganavadi Footpath in ward 02 of Malappuram Municipality -General Civil Work
2026_LSGD_866568_46
AE/LID-EW/MLPM/01B/2026-27
Open Tender
Civil Works - Roads
Item Rate
MALAPPURAM MUNICIPALITY
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,236
Yes
26 Aug 2026
26 Aug 2026
7 Sept 2026
26 Aug 2026
5 Sept 2026
26 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Footpath | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.002 | OD136142/2026-2027:[OD from MORD 11.4.1.1] - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.005 | OD136151/2026-2027:[OD From DAR 60.6] - PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes
working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
| 1.006 | OD136227/2026-2027:[OD From MoRD 3.3 & 3.4] - Filling with Contractors own Earth (excluding Rock) in
open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by
ramming and watering, lead upto 50m and lift up to 1.50 m as per direction of site Engineer - in -
Charge | - | cum | - | - |
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Tender Documents • 2.03 MB
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