Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.7 LAccepted-AOC | 1 | Accepted-AOC AEE/LIDEW-DIV/MPM/122/25-26 |
| Sl No | Description | Qty | Unit | MUHAMMED SADIQUE K L1 |
|---|---|---|---|---|
| 1.00Water Supply | ||||
| 1.00 | 2.8.1: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 soil | 45 | cum | 320 ₹14,400 Lowest |
| 1.00 | 18.72.3:Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:200 mm dia Ductile Iron Class K- 7 pipes | 515 | metre | 2,250 ₹11,58,750 Lowest |
| 1.00 | 18.31.4.2:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):
200 mm diameterClass II | 5 | no | 15,500 ₹77,500 Lowest |
| 1.00 | 18.37.1:Constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand) for water meter complete with C.I double flap surface box 400x200x200 mm ( inside ) with locking arrangement and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 grades stone aggregate 20 nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5 | 5 | each | 10,000 ₹50,000 Lowest |
| 1.00 | 18.82.5:Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre:200 mm diameter C.I pipe | 515 | metre | 460 ₹2,36,900 Lowest |
| 1.01 | 18.67.1:Providing and laying S & S C.I. Standard specials suitable for mechanical jointing as per IS 13382:Upto 300 mm dia | 7.5 | quintal | 13,800 ₹1,03,500 Lowest |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.43 | cum | 8,450 ₹20,533.5 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 32.4 | sqm | 330 ₹10,692 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,369
Closing Date
20 Sept 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 (2024-25), Project No 1813-25 -Pipe Line Extension Of Koothuparamba Irrigation Project - Aliparamba-General Civil Work (Retender)
2025_LSGD_795921_5
DB1/TN/AEE/27/25-26
Open Tender
Civil Works - Water Works
Item Rate
240 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹42,369
Yes
28 Nov 2025
12 Sept 2025
22 Sept 2025
12 Sept 2025
20 Sept 2025
12 Sept 2025
Amount
Water Supply
2.8.1: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 soil
18.72.3:Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:200 mm dia Ductile Iron Class K- 7 pipes
18.31.4.2:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately): 200 mm diameterClass II
18.37.1:Constructing masonry chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement : 4 coarse sand) for water meter complete with C.I double flap surface box 400x200x200 mm ( inside ) with locking arrangement and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 grades stone aggregate 20 nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. ( non modular ) bricks of class designation 7.5
18.82.5:Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre:200 mm diameter C.I pipe
18.67.1:Providing and laying S & S C.I. Standard specials suitable for mechanical jointing as per IS 13382:Upto 300 mm dia
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
Bidder Name
MUHAMMED SADIQUE K
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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
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 .