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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.0 LAccepted-AOC CHEERANGAN HOUSE MELMURI CHEERANGAN MUKKU PIN 676517 | MELMURI | MALAPPURAM | KERALA | 676517 | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/211/25-26 | |
| 2 | Rejected-Technical MAMBY HOUSE MELMURI SOUTH P O | MELMURI | MALAPPURAM | KERALA | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical SREELAKSHMI HOUSE KOLAKKOTTUCHOLA P O MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676517 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical PULLIYIL MEPPERI HOUSE MELMURI P O MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | 676517 | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical PATHI HOUSE VYAVASAYA MOHABBATH COLONY PATTAKKAPPIL P O MALAPPURAM 676519 | MALAPPURAM | MALAPPURAM | KERALA | 676519 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | JIJEESH P L4 | SHAHEER ALI P L3 | MUHAMMED ABDURAHIMAN PM L5 | MUHSIN C L1 | Afsal razi L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00side protection wall | ||||||||
| 1.00 | OD316720/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of (OD from 2.8.1) | 17.31 | cum | 336.65 ₹5,828.08 | 331.48 ₹5,738.58 | 338.71 ₹5,863.75 | 328.14 ₹5,680.76 | 320 ₹5,539.84 Lowest |
| 1.00 | 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. | 73.22 | cum | 64.33 ₹4,710.24 | 63.35 ₹4,638.49 | 64.73 ₹4,739.53 | 62.71 ₹4,591.63 Lowest | 65 ₹4,759.3 |
| 1.00 | OD282717/2025-2026:[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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 (excluding form
work) | 17.31 | cum | 7,775.13 ₹1,34,603.05 | 7,655.88 ₹1,32,538.59 | 7,822.83 ₹1,35,428.83 | 7,578.76 ₹1,31,203.49 | 7,500 ₹1,29,840 Lowest |
| 1.00 | 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) | 86.62 | cum | 8,358.2 ₹7,24,029.08 | 8,230.01 ₹7,12,924.62 | 8,409.48 ₹7,28,471.21 | 8,147.11 ₹7,05,743.4 Lowest | 8,200 ₹7,10,325 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.27 | tonne | 90,223.95 ₹1,14,313.74 | 88,840.15 ₹1,12,560.47 | 90,777.47 ₹1,15,015.05 | 87,945.29 ₹1,11,426.68 Lowest | 90,000 ₹1,14,030 |
| 1.01 | OD315175/2025-2026:[OD From DAR 10.26.3] - Providing and fixing hand rail of approved size by welding etc. to
steel ladder railing, balcony railing, staircase railing and similar works. - G.I. pipes
Details of cost for hand rail of railing of two flights of staircase, length of hand rail = 5.40 m
MATERIAL:
G.I. pipe 40 mm nominal bore = 5.40m
Add wastage @ 5% = 0.27m
Total = 5.67 m | 801.33 | kg | 208.84 ₹1,67,348.71 | 205.64 ₹1,64,784.47 | 210.12 ₹1,68,374.41 | 203.57 ₹1,63,125.73 | 200 ₹1,60,265 Lowest |
| 1.01 | OD317024/2025-2026:(OD From DAR60.6) 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. | 32.1 | metre | 114.97 ₹3,690.54 | 113.21 ₹3,634.04 | 115.68 ₹3,713.33 | 112.07 ₹3,597.45 | 110 ₹3,531 Lowest |
| 1.01 | 10.6:Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 | 58.7 | sqm | 181.93 ₹10,680.2 | 179.14 ₹10,516.41 | 183.04 ₹10,745.36 | 177.33 ₹10,410.16 Lowest | 180 ₹10,566.9 |
| 1.01 | OD313830/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over
base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all,
levels, including lettering & fixing | 1 | each | 2,859.09 ₹2,859.09 | 2,815.24 ₹2,815.24 | 2,876.64 ₹2,876.64 | 2,786.89 ₹2,786.89 | 2,600 ₹2,600 Lowest |
Tender Value
₹12.6 L
EMD Value
₹31,580
Closing Date
7 Nov 2025, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2025-26), Project No 142-26 -Footpath to Karaparamba SC Nagar -Oorakam GP-General Civil Work (Retender)
2025_LSGD_816852_4
DB1/TN/AEE/42/25-26
Open Tender
Civil Works - Roads
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹31,580
Yes
10 Apr 2026
30 Oct 2025
10 Nov 2025
30 Oct 2025
7 Nov 2025
30 Oct 2025
Work Name:Annual Plan-Malappuram DP (2025-26), Project No 142-26 -Footpath to Karaparamba SC Nagar -Oorakam GP-General Civil Work
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