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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.7 L+₹5,209 (0.45%)Rejected-AOC KAROTTUPUTHENPURAYIL H KAKKOOR | KOTTAYAM | KERALA | 686001 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | GEORGE MATHAI L2 | SHAJIKUMAR K.K. L1 |
|---|---|---|---|---|---|
| 1.00Vettiyodi Puthankulam - Mutholapuram Ward5 | |||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 72 | hour | 315 ₹22,680 | 313 ₹22,536 Lowest |
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 308 | sqm | 8.5 ₹2,618 | 8.25 ₹2,541 Lowest |
| 1.00 | OD466959/2024-2025:Modified from spec 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. | 0.6 | cum | 680 ₹408 | 676 ₹405.6 Lowest |
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 4.32 | cum | 240 ₹1,036.8 | 235 ₹1,015.2 Lowest |
| 1.00 | OD485969/2024-2025:Modified from spec 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 De | 8.1 | cum | 3,850 ₹31,169.6 | 3,840 ₹31,088.64 Lowest |
| 1.01 | OD504555/2024-2025: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) | 1.62 | cum | 7,320 ₹11,895 | 7,318 ₹11,891.75 Lowest |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 194.57 | sqm | 370 ₹71,990.9 | 369 ₹71,796.33 Lowest |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | 8.24 | cum | 12,645 ₹1,04,169.51 | 12,642 ₹1,04,144.8 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 48.05 | sqm | 900 ₹43,249.5 | 897 ₹43,105.34 Lowest |
Tender Value
₹10.6 L
EMD Value
₹26,601
Closing Date
29 Mar 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ELANJI GRAMAPANCHAYATH ELANJI P O ERNAKULAM-686665
PRO No 206 RENOVATION OF PUBLIC PONDS AND PUBLIC WELLS AT VARIOUS WARDS IN ELANJI GP
2025_LSGD_753464_1
07(2)/T/AE/LIDEW/ELJI 2024-2025
Open Tender
Civil Works - Others
Item Rate
360 days
ELANJI
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹26,601
18 Sept 2025
21 Mar 2025
1 Apr 2025
21 Mar 2025
29 Mar 2025
21 Mar 2025
Amount
Vettiyodi Puthankulam - Mutholapuram Ward5
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
OD466959/2024-2025:Modified from spec 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.
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
OD485969/2024-2025:Modified from spec 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 De
OD504555/2024-2025: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)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
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) : 4 graded stone aggregate 20 mm nominal size)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
11.20.1: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).Light shade pigment using white cement
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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, including applying priming coat of approves steel primer.G.I. pipes
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD439619/2024-2025:supplying and fitting Stainless Steel (grade 304) 3D lettering MALAYALAM of size 20-25cm, 30mm projection etc. complete as per direction of Engineer incharge at site.
OD439667/2024-2025:Designing, fabricating,testing and installing Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding INCLUDING aluminium base frame work in pan shape in metalic colour of approved shades made out of 3mm thick aluminium composite panel material. The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.with aluminium composite panel cladding till the handing over of the building for occupation. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. OD86/21-22 - Modified data 25.7
25.1:Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).
OD439728/2024-2025:Providing , fabricating and supplying and fixing panels of aluminium composite panel made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets ( each 0.5 mm thick). The fastening brackets of Aluminium alloy 6005 T5/ MS with Hot Dip Galvanised with srrations and srrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon seprarators to prevent bi-metallic contacts all complete required to perform as per specification. The item includes cost of all materials &amp;amp; labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, Base frame work for ACP is payable under the relevant aluminium item. Aluminium composite pannel shall be measured in sqm. upto two decimal places
Chirel Kulam Ward 10
OD461985/2024-2025:From spec 60.7.2 DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
OD499984/2024-2025:Modified from spec 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 De
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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) : 4 graded stone aggregate 20 mm nominal size)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Kavil Kulam Ward 10
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD464430/2024-2025:Modified from spec 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 De
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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
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
OD456109/2024-2025:From spec 60.7.2 DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site
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 : 8 graded stone aggregate 40 nominal size)
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) : 4 graded stone aggregate 20 mm nominal size)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
GEORGE MATHAI (BID ID -2182439)
Bidder Name
SHAJIKUMAR K.K.
GEORGE MATHAI
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