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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | L1 | Accepted-AOC agreement executed | |
| 2 | L2₹2.0 L+₹4,182 (2.17%)Rejected-AOC AMBALAVAYAL GP KERALA KL | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹2.0 L+₹4,411 (2.28%)Rejected-AOC | L3 | Rejected-AOC Higher rate and hence not admitted | |
| 4 | L4₹2.1 L+₹16,261 (8.42%)Rejected-AOC | L4 | Rejected-AOC Higher rate and hence not admitted | |
| 5 | L5₹2.1 L+₹19,516 (10.1%)Rejected-AOC | L5 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | jamsheed L3 | ANSAR P L4 | RAMACHANDRAN P L2 | SHAMEER BABU L1 | MUHAMMED SHAREEF L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Ground maintanance | ||||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 66 | cum | 218.98 ₹14,452.68 | 232.12 ₹15,319.92 | 218.72 ₹14,435.52 | 214.09 ₹14,129.94 Lowest | 235.73 ₹15,558.18 |
| 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 | 6.48 | cum | 305.76 ₹1,981.32 | 324.1 ₹2,100.17 | 305.4 ₹1,978.99 | 298.92 ₹1,937 Lowest | 329.14 ₹2,132.83 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 83.52 | cum | 619.98 ₹51,780.73 | 657.18 ₹54,887.67 | 619.25 ₹51,719.76 | 606.12 ₹50,623.14 Lowest | 667.39 ₹55,740.41 |
| 1.00 | OD139937/2025-2026:Dry rubble masonry-Dry rubble without concrete levelling course masonry with quality blasted rubble including packing to compactness to lines and levels cost and conceyance of all materials labour charges.et complete as per direction of departmental officers at site | 21.69 | cum | 3,394.44 ₹73,625.4 | 3,598.1 ₹78,042.79 | 3,390.44 ₹73,538.64 | 3,318.56 ₹71,979.57 Lowest | 3,654.01 ₹79,255.48 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 10.4 | sqm | 328.23 ₹3,413.59 | 347.93 ₹3,618.47 | 327.84 ₹3,409.54 | 320.89 ₹3,337.26 Lowest | 353.33 ₹3,674.63 |
| 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) | 3.24 | cum | 7,850.57 ₹25,435.85 | 8,321.6 ₹26,961.98 | 7,841.33 ₹25,405.91 | 7,675.09 ₹24,867.29 Lowest | 8,450.91 ₹27,380.95 |
| 1.01 | 11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment | 21.6 | sqm | 989.71 ₹21,377.74 | 1,049.09 ₹22,660.34 | 988.55 ₹21,352.68 | 967.59 ₹20,899.94 Lowest | 1,065.39 ₹23,012.42 |
| 2.00Ground maintanance | ||||||||
| 2.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 396 | cum | 13.65 ₹5,405.4 | 14.47 ₹5,730.12 | 13.64 ₹5,401.44 | 13.35 ₹5,286.6 Lowest | 14.7 ₹5,821.2 |
Tender Value
₹2.3 L
EMD Value
₹5,808
Closing Date
10 Oct 2025, 5:00 pmClosed
Asst.Engineer Nihal K
Assistant engineer LID and EW section Kumaramputhur GP
Kumaramputhur grama panchayath 2025-26 Vattambalam GLPS ground naveekaranam 175/2025
2025_LSGD_802429_2
Etender09/AE/LSGD/KMPR/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
Assistant engineer LID and EW section KMPR GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹5,808
Yes
25 Nov 2025
26 Sept 2025
13 Oct 2025
26 Sept 2025
10 Oct 2025
26 Sept 2025
Amount
Ground maintanance
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
OD139937/2025-2026:Dry rubble masonry-Dry rubble without concrete levelling course masonry with quality blasted rubble including packing to compactness to lines and levels cost and conceyance of all materials labour charges.et complete as per direction of departmental officers at site
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
Ground maintanance
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
RAMACHANDRAN P (BID ID -2381132)
jamsheed (BID ID -2381512)
ANSAR P (BID ID -2381258)
MUHAMMED SHAREEF (BID ID -2382134)
Bidder Name
jamsheed
RAMACHANDRAN P
MUHAMMED SHAREEF
ANSAR P
SHAMEER BABU
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