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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-AOC KUPPUNNAN HOUSE KUNNAKKAVU | 1 | Accepted-AOC 1 | |
| 2 | 2₹7.1 L+₹16,899.14 (2.45%)Rejected-AOC | 2 | Rejected-AOC 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical REJECTED | |
| 4 | Rejected-Technical | - | Rejected-Technical REJECTED | |
| 5 | Rejected-Technical KANNUR | KERALA | 670511 | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | MOHAMMED ASLAM KP L7 | P. SHIHABUDHEEN L2 | fasalu rahman nellisseri L3 | YOOSAF KUPPUNNAN L1 | SHAMSUDHEEN KV L4 | ABDUL NASER V L5 | NOUFEL L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Stage | ||||||||||
| 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 | 14.12 | cum | 302.33 ₹4,270.11 | 275.89 ₹3,896.67 | 276.88 ₹3,910.65 | 269.28 ₹3,803.31 Lowest | 290.1 ₹4,097.37 | 290.76 ₹4,106.69 | 297.37 ₹4,200.05 |
| 1.00 | OD274141/2025-2026:60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 10.58 | cum | 3,356.28 ₹35,522.87 | 3,062.84 ₹32,417.1 | 3,073.84 ₹32,533.52 | 2,989.48 ₹31,640.66 Lowest | 3,220.57 ₹34,086.51 | 3,227.9 ₹34,164.09 | 3,301.26 ₹34,940.54 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.29 | cum | 7,012.24 ₹30,103.55 | 6,399.15 ₹27,471.55 | 6,422.14 ₹27,570.25 | 6,245.87 ₹26,813.52 Lowest | 6,728.68 ₹28,886.22 | 6,744.01 ₹28,952.03 | 6,897.29 ₹29,610.07 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 19.74 | sqm | 324.54 ₹6,406.42 | 296.17 ₹5,846.4 | 297.23 ₹5,867.32 | 289.07 ₹5,706.24 Lowest | 311.42 ₹6,147.43 | 312.12 ₹6,161.25 | 319.22 ₹6,301.4 |
| 1.00 | 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) | 8.12 | cum | 7,762.32 ₹63,068.85 | 7,083.65 ₹57,554.66 | 7,109.1 ₹57,761.44 | 6,913.98 ₹56,176.09 Lowest | 7,448.43 ₹60,518.49 | 7,465.4 ₹60,656.38 | 7,635.07 ₹62,034.94 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 17.01 | cum | 374.6 ₹6,371.2 | 341.85 ₹5,814.18 | 343.06 ₹5,834.76 | 333.66 ₹5,674.89 Lowest | 359.45 ₹6,113.53 | 360.27 ₹6,127.47 | 368.46 ₹6,266.77 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 6.97 | cum | 6,667.16 ₹46,470.11 | 6,084.24 ₹42,407.15 | 6,106 ₹42,558.82 | 5,938.51 ₹41,391.41 Lowest | 6,397.56 ₹44,590.99 | 6,412.12 ₹44,692.48 | 6,557.86 ₹45,708.28 |
| 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 | 93.33 | sqm | 978.58 ₹91,330.87 | 893.02 ₹83,345.56 | 751 ₹70,090.83 Lowest | 871.63 ₹81,349.23 | 939.01 ₹87,637.8 | 941.15 ₹87,837.53 | 962.54 ₹89,833.86 |
| 1.01 | OD274142/2025-2026:Providing and fixing 200 mm wide, square cut PVC 4kgf/cm2 rain water gutter pipe with iron
brackets with 25x5 mm size flat, screws and washers etc., including making necessary
connections with rain water pipes etc. complete. | 34 | metre | 447.06 ₹15,200.04 | 407.97 ₹13,870.98 | 293.3 ₹9,972.2 Lowest | 398.2 ₹13,538.8 | 428.98 ₹14,585.32 | 429.95 ₹14,618.3 | 439.73 ₹14,950.82 |
Tender Value
₹8.5 L
EMD Value
₹21,131
Closing Date
10 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, AEE OFFICE, LID AND EW SUBDIVISION PERINTHALMANNA BLOCK PANCHAYATH PIN 679322
Annual Plan-2025-26 Perinthalmanna BP (ProNo 140/26)- Pattikkad Govt High SchoolGround Renovation in Keezhattur GP-GeneralCivil Work
2026_LSGD_842570_1
AE/LSGD/PMNA BP/ETN11/2024-25
Open Tender
Civil Works - Others
Item Rate
PERINTHALMANNA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,865
Yes
₹21,131
Yes
1 Jun 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
3 Mar 2026 - 10 Mar 2026
Stage
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
OD274141/2025-2026:60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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)
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 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
OD274142/2025-2026:Providing and fixing 200 mm wide, square cut PVC 4kgf/cm2 rain water gutter pipe with iron brackets with 25x5 mm size flat, screws and washers etc., including making necessary connections with rain water pipes etc. complete.
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.12.2.2:Providing & fixing Poly carbonate multi wall plain sheet 4 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size (5.5x55mm) with EPDM seal complete upto any pitch in horizontal / vertical / curved surfaces, but excluding the cost of purlins, rafters, trusses and including cutting to size and shapes where ever required.
OD434080/2025-2026:OD From 60.7.3. DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
OD434085/2025-2026:OD from 60.7.8 DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
OD506628/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for Name board, of required size, approved shade, colour and texture laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand),including all charges etc complete
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